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RF-14-1998Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-227902 Permit Number: RF -9-14-1998 Inspection Date: February 10, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Tile/Flat Job Address: 11300 NE 2 Avenue Farrell Hall Miami Shores, FL 33138-0000 Project: <NONE> Phone Number Parcel Number 1121360010160-11 Contractor: CERTIFIED ROOFING SPECIALIST INC Phone: (954)781-7663 Buildina Deoartment Comments RE -ROOF FARRELL HALL Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-227571. CREATED AS REINSPECTION FOR INSP-226183. CREATED AS REINSPECTION FOR INSP-219567. Missing uplift test and sealant on counterflashing fasteners Failed E:1 Replace broken tiles Missing NOA for vents/turbines Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 February 10, 2015 Page 1 of 1 RE: Permit # RF -9-14-1998 I EUGENE O. FALL (Print name and circle License Type) F- License #: CCCO27419 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 12/02/2014 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about 11 25/2014 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 11300 NE 2ND AVENUE - FARRELL HALL - BARRY UNIVERSITY (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Mate OT i-ionaa County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this , 2ND Notary Public, Sate of Florida at of DECEMBER, 2014 'foal M LAURICELLA MY COMMISSION # EE466716 EXPIRES February 03, 2017 1007) 398.0153 MorideMotarre".comf l 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 - TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE PHYSICAL EXAMINATION OF ROOF TILES: One (1) Tile in ten (10) of all components in field area checked for loose tiles. Yes One (1) Tile in five (5) of all tiles in perimeter and corner areas including hip and ridge tiles checked for loose tiles. Yes Less than 3 % of the examined tiles were loose. Yes STATIC UP LIFT TESTS: For roof area less that 5 squares: One (1) test is required For roof area greater than 5 squares: Total roof area: 6,782 sf Total roof area: 68 Roof Sq. One (1) test for every one (1) squares in the perimeter area Perimeter width: 3 ft: Perimeter. area: 1764 sf Perimeter area: 18 Roof Sq. Number of tests: 18 One (1).test for every two (2) squares in the field area Field area: 5,018 sf Field area: 50 Roof Sq. Number of tests: 26 One (1) test in the corner areas Number of tests: 14 One (1) test per every twenty (20) hip and ridge tiles. Number of tiles: 295 Number of tests: 15 Total number of tests required: 73 ROOF TILE ATTACHMENT AND RESISTANCE LOAD: Product Approval (N.O.A.) number: —12-0222.03 Product Approval (N.O.A.) expiration date: 4/26/2017 Type of attachment (from ProductApproval): Polyfoam Polypro Mechanically attached tiles: Minimum attachment resistance, K (from Product Approval): N/A ft-lbf a) Length of tile, l (from Product Approval): N/A in b) Distance from head of tile to nail holes (from Product Approval): N/A in c) Distance from bottom of tile to nail holes, [(a - b) / 12] #VALUE! $ Required load for pull test, [0.80Mr / c]: #VALUE! lbf 0.80Mr f 5% for mechanically attached tiles, hold load for 5 seconds. Mortar or adhesive set tiles: Required load for pull test: 35.0 lbf, 35.0 f 5 lbf for mortar or adhesive set tiles, hold load for 5 seconds. RAINSPECTIONSM - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall -Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farrell Hall Roof FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ Page 2 of (TAS) No. 106 TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE RAINSPECTIONS\05 - Roof Consulting\Jobs 2014\14-2114.00 Farrell Hall - Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farrell Hall Roof . FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ Page 3 of 8 (TAS) No. 106 1 1 35 -C No No Yes N/A 2 2 35 F No No No N/A 3 3 35 F No No Yes NIA - 4 4 35 P No No: No N/A 5 5 35 F No No No N/A 6 6 35 P No No - ' No N/A 7 7 35 F No No No N/A 8 8 35 F No No Yes N/A 9 9 35 P No No No N/A 10 10 35 F No NO. No N/A 11 11 35 C No No No N/A 12 12 , 35 P No No No N/A 13 13 35 F No No .. No N/A 14 14 35 -P No No No N/A 15 15 35 C No No No N/A 16 16 35 F No No No N/A 17 17 35 F No No: No N/A 18 18 35 F No No No N/A 19 19 35 P No Na No N/A 20 20 35 P No No No - N/A 21 21 35 F No No No N/A 22 22 35 F No No No - N/A 23 23 35 P No No No N/A :24 24 35 F No No _ No N/A 25. 25 35 F No No No N/A 26 26 35 F No No No N/A 27 27 35 F No No No N/A 28 28 35. C No No No N/A 29 29 35 P No No No 30 30: 35 F NO No No N/A 31 .31 35 F No No No N/A 32 32 35. P No No No N/A 33 33 35 F No No No N/A 34 1 34 35 F No No NO N/A RAINSPECTIONS\05 - Roof Consulting\Jobs 2014\14-2114.00 Farrell Hall - Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farrell Hall Roof . FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ Page 3 of 8 (TAS) No. 106 RAINSPECTIONS\05 - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall . Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test = Farrell Hall Roof FLORIDA BUILDING CODE- TEST PROTOCOLS HVHZ Page 4 of 8 (TAS) No. 106 TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE 35 35 35 P No No NPI No N/A 36 36. 35 F No No No N/A 37 37 35 F No No No N/A 38 38: 35 P No No: No N/A 39 39 35 F No, No No N/A 40 40 35 F No No - _No N/A 41 41 35 F No No No N/A 42 42 35 P No, No No N/A ' 43 43 35 . F No No . No N/A 44 44 35 F No No No N/A 45 45 35 F NO No No N/A 46 46 35 C No No No N/A 47 47, 35 1 F No No No N/A 48 48 35 P No No No N/A 49 49. 35 F No No No N/A 50 50 35 P No No No N/A 51 51 35 F No No. No N/A 52 52 35 P No, No No N/A 53 53 35 F No No. No N/A 54 54 , 35- F No No No N/A 55 55 35 F No. No No N/A 56 56 35 C No No No. N/A 57 57 35 P No No No N/A 58 58 35 C No No No N/A 59 59 _ 35 P No No No N/A 60 60 35 F No No No N/A 61 35 _P No No No N/A 62 62 35 F No No No N/A 63 63 35 F No No No N/A 64 64 1 35 P No No No N/A 65 65 35 F No, No No . N/A. 66 66 35 F No - NO No N/A 67 67 35 P No No No N/A 68 68 35 F No No No N/A RAINSPECTIONS\05 - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall . Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test = Farrell Hall Roof FLORIDA BUILDING CODE- TEST PROTOCOLS HVHZ Page 4 of 8 (TAS) No. 106 TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE 69 69 35 -F No No No.. N/A 7070 35 P No No No _ N/A 71 71 35 F No No No N/A 72 72 35 F No No No N/A 73 73 35 P No No No . N/A 74 74 35 F No No - ' No N/A 75 75 35 C No No No N/A 76 76: _ 35 F No No No N/A 77 77 35 F No No No NIA 78 78 35 P No No No N/A 79 79 35 F No No No N/A 80 80 35 C No No No N/A S 1 81 35 P No No No N/A 82 82 35 -F No No .. No N/A 83 83 35 F No _ No No N/A 84 84 35 P No No No N/A 85 85 3S F No No No N/A 86 86 35. P No No No N/A 87 87: 35 F No No - No N/A . 88 88, 35 F No 'No No N/A 89 89 35 P No No No N/A 90 90 35 F No No No N/A 91 91 35 F No No No N/A 92 92 35. C No No No N/A 93 93 35 F No No No .. N/A 94 1 94 35 F No No No N/A 95 95 35 -P No No No N/A 96 96 35 F No _ No No N/A 97 97 35 F No No No N/A 98 98 35 P No No No N/A 99 99 35 F No Na No N/A 100 100 35 F No No - No N/A 101 101 35 P No No No N/A TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE RAINSPECTIONSW - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall . Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farnell Hall Roof . FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ Page 6 of (TAS) No. 106 103 103 35 F No No No N/A -104 .104 35 P No No ' No N/A 105 105 35 F No No No N/A 106 106 35 F : No No: No N/A 107 107 .35 P No No No N/A 108 108 35 F No No No N/A 109 109, 35 F No No No N/A 110 110 35 P No No No N/A 111 111 35 F No No No N/A I12 112 35 F No No No N/A 113 113 35 P No No No N/A 114 - 114; 35 C No No No N/A . 115 115 35 F No No No N/A 116 116 35. C No No . No N/A 117 117 35 F No No No N/A 118 118 35 P No No No N/A 119 119 _ 35 F No No No N/A 120 120 35 _ F No No No N/A 121 121 35 P No No No - N/A 122 122 35 F No No No N/A 123 123 35 F No No No N/A 124 124 35 P No No No N/A 125 125 35 F No No No N/A 126 126 35 _F No No No N/A 127 - 127 35 -P No No No N/A 128 128 35 F No No No N/A 129 129 35 ' -F No No No N/A 130 130 35 P No No No N/A 131 131 35 F No No No N/A 132 132 35 C No No : 'No N/A 133 133 35 C No No No N/A 134 134 35 Ridge No No No - N/A 135 135, 35 Ridge No No. No N/A 136 136 35 Ridge No No. No N/A RAINSPECTIONSW - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall . Barry University\TAS 106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farnell Hall Roof . FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ Page 6 of (TAS) No. 106 TESTING APPLICATION STANDARD (TAS) No. 106 2010 FLORIDA BUILDING CODE 137 137- 35 Ridge No No No N/A -138 138 35 Ridge No No No N/A 139 139 35 Ridge No No No N/A _140 140 35 Ridge No No No N/A 141 141.1. 35 Ridge No No No N/A 142 142 35 Ridge No No No _N/A 143 143 35 Ridge No No No N/A .. 144 144 35 Ridge No No No N/A 145 145 35 Ridge No No Yes N/A 146 146 35 Ridge No No. No N/A 147 147 35 Ridge No No No N/A 148 148 35 Ridge , No No No N/A 149 149 35 Ridge No No No N/A 150 150 35 Ridge. No No No N/A 151 151 35 Ridge No No No N/A 152 152 35 Ridge No No No. N/A 153 153 35 Ridge No No: No N/A 154 154 35 Ridge No No No N/A 155 155 35 Ridge No No No N/A 156 156 35 Ridge No No No N/A 157 157 35 Ridge No No No N/A 158 158 35 Ridge No No No N/A 159 159 35 Ridge No No. No N/A 160 160 35 Ridge No No _ No N/A 161 161 35 Ridge No No No N/A . RAINSPECTIONSM - Roof ConsultingUobs 2014\14-2114.00 Farrell Hall - Barry University\TAS:106- Tile Uplift Test\TAS 106 Tile Uplift Test - Farrell Hall Roof FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ Page 7 of 8 (TAS) No. 106 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Active Ventilation Products 311 First Street Newburg, NY 12550-4857 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aura -D Ventilator LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#04-0622.03 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. F_ - NOA No.: 09-0806.08 EE cpm Expiration Date: 08/05/14 ' • Approval Date: 09/23/09 Page I of 3 ROOFING COMPONENT APPROVAL, Cateaory Roofing Sub-Cateeorv: 07720 Ventilation Tim. Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Aura -D (AV -24) Vent Vent: 28" dia. x 10" high TAS 100(A) Factory assembled 24" Deck Flange: 30" x 30" x 6-%" opening aluminum static All parts 0.40" thick ventilation system. MANUFACTURING LOCATION: 1. Newburgh, NY EVIDENCE SUBMITTED Test Aeencv Test Identifier Description Date PRI Asphalt Technologies, Inc. AVP -005-02-01 TAS 100 09/24/03 APPROVED ASSEMBLY: System Type A: Mechanical attachment of static vent over composite shingles. Cutout: At chosen location and centered between two roof rafters and aligned a minimum of 18" from the ridge, cut a 24" diameter hole through shingles and sheathing boards. Installation: Starting with a shingle course down roof edge closest to horizontal centerline of the 24" cutout, roll all shingles in the area carefully upward, and completely remove all shingle nails that are exposed and within the area enclosed by the flange. Apply 3/$" continuous bead of approved roofing cement around the outside perimeter of the opening and two 3/g" beads of roofing cement beneath the vent flange at 1" and 2" respectively from the perimeter of vent flange, carefully slide upper half of flashing up roof beneath shingles previously rolled back, until base is centered over 24" cutout. Secure the base unit to roof using I 1 ga. ring shank nails 1" from the edge at all four corners. Next place nails at approximately 7" o.c. from the corners and 1" from the outside edge of the flange. Use a minimum of (16) sixteen nails (See Fastening Pattern below). Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 3/16". Apply approved roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Seal all nails and shingles edges with an approved roofing cement. Net Free Area: Refer to manufacturers published literature. NOA No.: 09-0806.08 wMuecamrr Expiration Date: 08/05/14 N1111111111• � Approval Date: 09/23/09 Page 2 of 3 I LE IITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. Aura -D (AV -24) Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. Aura -D (AV -24) Vent Vent shall not be installed on roof mean heights greater than 33 feet. 5. Aura -D (AV -24) Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. APPROVED; 0 M DETAIL 30" 30" Aura D Vent END OF THIS ACCEPTANCE NOA No.: 09-0806.08 Expiration Date: 08/05/14 Approval Date: 09/23/09 Page 3 of 3 J MIAMhMWAMUM iDADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Martin K. Kolt Active Ventilation Products 311 First Street Newburgh, New York 12550 NOTICE OF PROPOSED ACTION To: Members of the Board of Rules and Appeals and Active Ventilation Products, Applicant In accordance with Dade County Administrative Order 10-3, which governs the product review process, the Product Control Division of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to Active Ventilation Products for Aura -D Ventilator, No. 09-0806.08, to allow its use in Dade County and its municipalities. To: Members of the Board of Rules and Appeals: The documentation being provided to you represents the recommendation of the Product Control Division of the Office of Code Compliance in regards to the submittal of Active Ventilation Products for Aura -D Ventilator, No. 09- 0806.08. Under the provisions of Dade County Administrative Order 10-3, which governs the product review process. You must review this documentation. If within 20 days from.the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: Active Ventilation Products, Applicant The Product Control Division of the Office of Code Compliance, in accordance with Dade County Administrative Order 10-3,.which governs the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Aura -D Ventilator, No. 09-0806.08, to be used in Dade County and its municipalities, unless a member of the Board of Rules and Appeals or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office within 20 days of the date of mailing. Upon receipt of your written request a hearing date will be set so that you can present your objection(s) to the Board of Rules and Appeals. Sincerely, Jaime D. Gascon, PE Chief, Product Control Division DATE OF MAILING: 9/3/2009 MAILED BY: Internet small address: bcco@miamidade.gov Homepage:: http://www.mismidede gov/duildingcode BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Active Ventilation Products 31.1 First Street Newburg, NY 12550-4857 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aura -D Ventilator LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#04-0622.03 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0806.08 Expiration Date: 08/05/14 Approval Date: Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: 07720 Ventilation Type: Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Aura -D (AV -24) Vent Vent: 28" dia. x 10" high TAS 100(A) Factory assembled 24" Deck Flange: 30" x 30" x 6-'/a" opening aluminum static All parts 0.40" thick ventilation system. MANUFACTURING LOCATION: 1. Newburgh, NY EVIDENCE SUBMITTED Test Agency Test Identifier Description Date PRI Asphalt Technologies, Inc. AVP -005-02-01 TAS 100 09/24/03 APPROVED ASSEMBLY: System Type A: Mechanical attachment of static vent over composite shingles. Cutout: At chosen location and- centered between two roof rafters and aligned a minimum of 18" from the ridge, cut a 24" diameter hole through shingles and sheathing boards. Installation: Starting with a shingle course down roof edge closest to horizontal centerline of the 24" cutout, roll all shingles in the area carefully upward, and completely remove all shingle nails that are exposed and within the area enclosed by the flange. Apply 3/$" continuous bead of approved roofing cement around the outside perimeter of the opening and two 3/$" beads of roofing cement beneath the vent flange at 1" and 2" respectively from the perimeter of vent flange, carefully slide upper, half of flashing up roof beneath shingles previously rolled back, until'base is centered over 24" cutout. Secure the base unit to roof using 11 ga. ring shank nails 1" from the edge at all four corners. Next place nails at approximately 7" o.c. from the corners and 1" from the outside edge of the flange. Use a minimum of (16) sixteen nails (See Fastening Pattern below). Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 3/16". Apply approved roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Seal all nails and shingles edges with an approved roofing cement. Net Free Area: Refer to manufacturers published literature. NOA No.: 09-0806.08 Expiration Date: 08/05/14 Approval Date: Page 2 of 3 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. Aura -D (AV -24) Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. Aura -D (AV -24) Vent Vent shall not be installed on roof mean heights greater than 33 feet. S. Aura -D (AV -24) Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. DETAIL 30" - = 1 30" Aura D Vent END OF THIS ACCEPTANCE NOA No.: 09-0806.08 Expiration Dater 08/05/14 Approval Date: Page 3 of 3 AuraAwD Ventilator Data Sheet Model # Inside Diameter Outside Diameter Height of Head Alone Square Flange L & W Max. Pitch Capacity1 Total Height with 6" Collar Weight with 6" Collar and Flange Net Free Vent Area in Sq.in Inches Net Free Vent Area Sq. Feet Application per sq ft 2,3 ADV -4 4 7 6 10 4/12 12 1 12.5 .09 52 ADV -6 6 9 6 12 5/12 12 2 28 .19 100 ADV -8 8 11 6 13 5/12 12 2.5 50 .35 200 ADV -10i 10 14 6 16 7/12 12 3 78.5 .55 327 ADV -12 12 16 6 18 7/12 12 4 113 .78 450 ADV -141 14 18 6 19 6/12 12 5.5 144 1.00 600 ADV -16 16 20 8 20 4/12 14 7 200 1.39 837 ADV -18 18 25 8 24 5/12 14 12 254 1.76 1,050 ADV -20 20 25 10 1 26 5/12 16 15 314 2.18 1,308 ADV -241 24 29 10 1 30 4/12 16 17 452 3.14 1,883 ADV -301 30 36 12 3713* 4/12 18 30 706 4.90 2,941 ADV -361 36 43 14 43R* 3/12 20 40 1,017 7.06 4,237 ADV -42 42 48 17 49R* 3/12 23 50 1,384 9.61 5,766 ADV -48 48 54 1 19 55R* 1 2/12 25 60 1,808 12.56 7,533 1)The Aura -D Ventilator can be installed on steeper pitch roofs n, up to 90 degrees. A mod- ification is available at no extra charge. The stock version of the AV cannot remain rain resistant above the roof pitch listed above for that model. 2) With equal soffit, gable or other inlet vents, 'Pop Vents' (inlet vents) are available. 3)This chart is based upon the 1/300 rule. One square foot of ventilation on top for every 600 square feet of floor. 50% exhaust, 50% intake. R*: Available in Round Flange only ACTIVE VEPMI A11ON PRODUCTS, INC. °' Distributed by: BEST MATERIALS ® LLC Ph: 800-474-7570, 602-272-8128 Fax: 602-272-8014 .a. , www.BestMaterials.com Email: Sales@ BestMaterials.com M..0 WJ' "A"r ASPHALT TECHNOLOGIES Evaluation of Active Ventilation Products Inc. Aura -D (AV -24) Ventilator in Accordance With FLORIDA BUILDING CODE PROTOCOL TAS 100(A)-95 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE AND/OR INCREASED WINDSPEED RESISTANCE OF SOFFIT VENTILATION STRIP AND CONTINUOUS OR INTERMITTENT VENTILATION SYSTEM INSTALLED AT THE RIDGE AREA Metro -Dade Notification Number: PR103031 September 30, 2003 PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pdasphalt.com WebSite: http://www.pdasphalt.com Dade County Building Code Compliance Office FLORIDA BUILDING CODE PROTOCOL TAS 100(A)-95 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE AND/OR INCREASED WINDSPEED RESISTANCE OF SOFFIT VENTILATION STRIP AND CONTINUOUS OR INTERMITTENT VENTILATION SYSTEM INSTALLED AT THE RIDGE AREA September 30, 2003 Client: Active Ventilation Products Metro -Dade Notification Number: PRi03031 P. O. Box 1521 Test Date: September 24, 2003 85 Clinton Street PRI Job No: AVP -005-02-01 Newburgh, NY 12551-1521 1.1 Description of Discontinuous Roof System: Vent System Product Type: Off Ridge Vent Product Name: Aura -D (AV -24) Dimensions: 15 1/2 high x 30 inch, diameter, with a 30 x 30 inch flange Manufacturer: Active Ventilation Products Prepared Roof Covering Manufacturer: Product Name: Product Dimensions: Product Type: Felt Underlavment Manufacturer: Type: Tamko Roofing Products 25 yr 12" x 36" Three tab strip shingle Tamko Roofing Products ASTM D 226, Type I (No. 15) AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pdasphalt.com WebSite: http://www.pdasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 3 of 13 Roof Cement/Mastic Manufacturer: Tamko Roofing Products Name: Heavy Bodied Flashing Cement Type: ASTM D 4586, Type I Tin Caps: 29 gauge, 1 7/8 inch, and diameter Primer Manufacturer: Tamko Roofing Products Name: Quick Dry Primer Type: ASTM D 41 Asphalt Coated (Open Mesh) Fabric, 6 in. Wide: Manufacturer: Gardner Other Materials: Caulk/Sealant: Urethane Nails: 1'/4 X % inch Galvanized ring shank, roofing nails Edge Metal: 26 gauge, 2 X 2 inch X 10' Tin Caps: 29 gauge, 1% inch diameter 1.2 Method of Roof Construction: PRI Asphalt Technologies constructed the deck used for this testing as described in the following and in accordance with the requirements of TAS 100-95 and the Florida Building Code: Section 1518. The plywood deck was constructed with 2 inch by 6 inch framing members, spaced 24 inches apart and 15/32 -inch thick APA 32/16 span rated sheathing. The sheathing was attached with 8d common nails at 6 inches on center at the edges and 12 inches on center at intermediate supports. See Figure 1 from TAS 100(A)-95. Underlayment The underlayment for this deck, ASTM D 226, Type I (No. 15) felt, was installed in accordance with the minimum requirements set forth in Florida Building Code: Section 1518. The underlayment was applied in two layers by applying a 19 inch wide starter strip at the eave and then applying additional sheets to cover the deck with a 19 inch overlap and minimum 6 inch end laps. The underlayment was fastened to the deck using 1% X % inch Galvanized ring shank, roofing nails AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.pdasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 4 of 13 through 29 gauge 15/8 inch diameter tin caps placed 6 inches on center at the edges and laps and 12 inches on center in the field. Metal !=lashing Galvanized, 26 gauge, 2 inch X 2 inch metal drip edge was installed at the perimeter of the deck over the underlayment and then fastening 4 inches on center staggered using with 1'/ X % inch Galvanized annular ring shank, roofing nails. Any gaps and overlaps of the primed drip edge were sealed with roof cement. All corners were overlapped a minimum of 4 inches. The metal drip edge, after fastening, was primed with asphalt primer. Shingle Application The asphalt shingles were applied using a 7 inch width starter strip and at the eve edge of the test deck. Each starter strip was set in a 8 inches or wider bed of flashing cement and fastened with at least six 1 % X % inch Galvanized annular ring shank, roofing nails. The shingles were applied at a 6 inch offset. The shingles were secured to the deck with 1'/4 X % inch Galvanized annular ring shank, roofing nails at a rate of six nails per full shingle. Shingles at eave and rake edges were set in an % x 8 inch wide bed of roof cement. All shingle cutouts and end pieces were positioned such that no piece exceeded 2 inches distance from the nail fastener. At the rake edges of the deck, the singles were fastened with 1 1/4 inch X 3/8 inch galvanized ring shank nails and cemented. Vent Application Two vent openings 24 inches in diameter were centered between the deck joists and positioned so the vent was 18 inches from the ridge. A % continuous bead of Urethane sealant was placed between the shingle layer and the underlayment at the cut edge of the 24 inch vent openings. Two % continuous beads of Urethane sealant was placed beneath the flanges of the Aura off ridge vents 1 and 2 inches from the perimeter. The vents were centered over the 24 inch diameter openings and fastened to the roof deck with 1'/4 X % inch Galvanized annular ring shank, roofing nails placed 1 inch from outer edge of the flange at the four corners and 9 inches on center between the corners. The upper half of the flange was slipped beneath and covered with 3 courses of shingles. The shingles were fastened through the vent flange with 1% X % inch Galvanized annular ring shank, roofing nails. All nail, heads were sealed with roof cement. AVP -005-02-01 PRI Accreditations: ICBG TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is forthe exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pdasphalt.com WebSite: http://www.phasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 5 of 13 1.3 Method of Conditioning The deck with roofing system applied was conditioned for sixteen hours. A recording thermocouple verified that the surface temperature of the shingles reached 135°F for the conditioning period. After vent installation no additional conditioning was required. AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.pdasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 6 of 13 1.4 Photographs of Top and Underside of Deck Immediately Prior and Subsequent to Commencement and Termination of Testing. TOP OF DECK IMMEDIATELY BEFORE COMMENCEMENT OF TEST AVP -005-02-01 PRI Accreditations: ICBG TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.priasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 7 of 13 UNDERSIDE OF DECK IMMEDIATELY BEFORE COMMENCEMENT OF TEST AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.phasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 8 of 13 SOFFIT AREA BEFORE COMMENCEMENT OF TEST AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pr asphalt.com WebSite: http://www.pr asphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PRIO3031 Page 9 of 13 TOP OF DECK IMMEDIATELY AFTER END OF TEST =F-NDM -. AVP -005-02-01 PRI Accreditations: ICBG TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pdasphalt.com WebSite: http://www.pdasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 10 of 13 UNDERSIDE OF DECK IMMEDIATELY AFTER END OF TEST AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.pdasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 11 of 13 SOFFIT AREA IMMEDIATELY AFTER END OF TEST 1.5 Absorptive Material Description The absorptive material used for the simulated rainfall calibration was 46 gauge organic felt. 1.6 Wind stream, Simulated Rain Fall, and Flow Meter Calibration Data and Calculations. See Appendix A. AVP -005-02-01 PRI Accreditations: ICBG TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@pdasphalt.com WebSite: http://www.priasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 12 of 13 1.7 Detailed Observations. TAS 100(A) DATA AND OBSERVATIONS Active Ventilation Aura -D (AV -24) Ventilator September 24, 2002 Slope: 2" in 12" Air Temp: 86 °F Deck Conditioning: Not Required Air Velocity Condition F Simulated Rainfall Condition Duration 35 mph 8.8 in/hr 15 min Water Volume 0 ml No water infiltration under deck 0 mph Off 5 min Water Volume 0 ml No water infiltration under deck 70 mph 8.8 in/hr 15 min Water Volume 0 ml No water infiltration under deck 0 mph Off 5 min Water Volume 0 ml No water infiltration under deck 90 mph 8.8 in/hr 15 min Water Volume 0 ml No water infiltration under deck 0 mph Off 5 min Water Volume 0 ml No water infiltration under deck 110 mph 8.8 in/hr 5 min Water Volume 0 ml No water infiltration under deck 0 mph Off 5 min Water Volume 0 ml No water infiltration under deck Summary Observations: No Vent movement occurred during the test. No water infiltration was measured during the test. A total of 830,720 milliliters of water delivered to the 8 X 6 foot test area during 50 minutes of delivery. Maximum allowable infiltration is 0.05 percent or 415 milliliters. AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.priasphalt.com Active Ventilation Products Dade County TAS 100(A)-95 Test Report for Aura -D Ventilator PR103031 Page 13 of 13 1.8 Volume of water, which infiltrated the vent openings. 0.0 milliliters = 0.0% of water applied to the test deck, 1.9 Water Infiltration Through Sheathing. None 1.10 Shingles Which Blow Off, Tear or Blow Upward Without Reseating: None 2.0 Result of Testing: PASS (No water applied infiltrated the vent system) The sample submitted for testing complies with all the requirements of Metro -Dade Protocol TAS 100-95, TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS. Signed: Gary H. Griswold Manager, Testing Services Date: Approved: Date: Charles L. Thomas Professional Engineer AVP -005-02-01 PRI Accreditations: ICBO TL -189; NES Report No. NER-639; Metro -Dade 03-0515.04 The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Asphalt Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail mail@priasphalt.com WebSite: http://www.pdasphalt.com TAI • ii I l Vents Like a Turbine with No Moving Parts 110 mph sustained wind with 8 inches of rain per hour and no water entry! r Tested at sustained wind speeds of 110 mph ■ Dade County approved. Tested by PRI Testing Services ■ Extra set of louvers ensure weather protection ■ The Aura -D vents your roof safely even under the harshest weather conditions ■ Exhausts effectively with no moving parts - saves energy and maintenance Approval Certificate NOA #04-0622.03 ■ Lifetime guarantee ■ Easy to install on flat or pitched roofs ■ Compatible with asphalt, metal, EPDM, built up and tile roofs ■ Available in 4" to 24" diameters ■ For standard building codes, available in diameters 4"- 48" ■ Reduces moisture and heat build up ■ Choose from an assortment of colors 0 Distributed by: BEST MATERIALS @ LLC Ph: 800-474-7570, 602-272-8128 Fax: 602-272-8014 www.BestMaterials.com Email: Sales@BestMaterials.com 2/9/2015 12 in. Aara-D Ventilator, Miami/Dade Rated, 6 in. High Collar 'Besil RQSSLISFISaIS discount wareho 11 C IT 1 2 Advanced Search — FIND ANYTHING QUICKLY Shopping Cart: 0 Items In Cart Total: $0.00 CART / CtIEQI OUT Con irlue SIIopt iili Il�tiara �Iiil� Order Fi alp 'Br ase 6y Category Adhesives Backer Rod Caulk & Sealants Clean Up Concrete Items Deck Coatings Drains EPDM Eternabond Fasteners Hardware & LPG Metal Goods Paint Supplies Pipe Flashings Roof Coatings Roof Hatch/Vent Support Systems 1-800-474-7570 salesa bestmateriaIs. com Log -In Loa -Out 12 in. Aura -D Ventilator, -:v Miami/Dade Hated, 6 in. High Collar ADV -12-C6 $102.00 :sir Order Options: 1 I ADC! xQ a�l��r I - L , PRODUCT: 12" ID Aura -D Ventilator with 6" High Collar, Square Base Flange. Miami -Dade/ Dade County Rated, Triple Baffle, 113 Sq.In. Net Free Vent Area. All Aluminum, Mill Finish Unpainted. Price/Each. ( made to order; shipping leadtime 7-10 business days; item shown in photo is 24" size) DESCRIPTION: Miami -Dade / Hurricane Rated, with triple baffles to prevent water intrucion. These Aura -D Ventilators use wind power and no moving parts. A light breeze or wind enters the unit through a set of exterior vertical louvers, producing the necessary vacuum to extract excess moisture through a second set of interior louvers. APPLICATIONS: . Ideal for either flat or pitched roofs . Compatible with asphalt, metal, EPDM, built up and tile roofs FEATURES: . Tested at sustained wind speeds of 110 mph - proven to resist hurricane force winds • Dade County approved. Tested by PRI Testing Services. NOA #04-0622.03 • Extra set of louvers ensure weather protection . The Aura -D vents your roof safely even under the harshest Shop with Peace of Mind! rk.Y4 ;JP� I I' < Y3�' . '. F0-M no SSL SITETIC E SECURE httpJANww.bestmaterials.com/detail.asp(?[D=20117 1/3 2/9/2015 12 in. Aura -D Ventilator, Miami/Dade Rated, 6 in. High Collar Tarps weather conditions •Exhausts effectively with no moving parts - saves energy and Tool Accessories maintenance Tools & Equip. Easy to install on flat or pitched roofs r Compatible with asphalt, metal, EPDM, built up and tile roofs TPO & PVC Reduces moisture and heat build up Max. Pitch capacity 7/12 Underlayments Application per sq. ft. 450 Vents 18" x 18" square flange 5 year warranty Waterproofing Made in U.S.A OPTIONS: i • Available in 4" to 24" inside diameters (effective net free areas of 12.5 to 1,808 square inches). . Bases with 2", 4", 6", 8" and 12" collar heights under head At (riser). .Modified Riser for Steep Pitch Roofs (up to 7/12 roofs). Sth Wpi Confidence TECHNICA INFORMATION: Product Specification Product Data Sheet Product Drawing Dade County Test NOA Approval Certificate Questions? Email us at sales0bestmaterials.com or Call us at 1-800-474-7570 o, 6()2 -?7) 8128 You'll get a prompt reply'. similar product terms: aura -d vent, aura d vent, aura -d dade county vent, roof top vent, roof vent, flat roof top vent, roofing top vent, roof air vent, roof top louvered vent, waterproof roof vent, pitched roof vent, aura adv -12-c6, 12' aura -d vent Assoclated Items: 12 in. Dia. Pop Vent Retro -Fit Onto a Round Duct PV -12 -RF 12 inch inside diameter POP VENT roof -air-intake / breather vent retrofit, 7 inch height of head. Ali aluminum, mill finish unpainted. Price/Each. (shipping lead time 3-5 business days) $388 $30.95 DMD,To Quantity: 1 EternaBond AlumiBond Waterproofing / Roof Tae 4 inch x 50 ft. Roll A-SEAL4X50 EternaBond AlumiBond AS -4-50,4 inch wide x 50 foot roll. Heavy aluminum faced peellstic k flashing, roof repair and waterproofing tape. Price/Roll. $84.99 $58.95 I�ADD 1"OCJ1it Quantity: 1 httpJ/www.bestmaterials.com/detail.aspx?ID=20117 2J3 2/9/2015 12 in. Aura -D Ventilator, Miami/Dade Rated, 6 in. High Collar M-1 Sealant/ Adhesive. BLACK, 10.1 Oz Tube (1) F 12706-1 M-1 HIGH PERFORMANCE STRUCTURAL SEALANT & ADHESIVE, BLACK COLOR, 10.1 OZ. TUBE. 24/CASE. PRICE/TUBE. $8-.26$6.25 ADD TO CJIRI Quantity: 1 — http:/ANww.bestmater!eJs.com/detall.aspx?ID=20117 313 t r4 Miami Shores Village BE �4 Building Department 1m3� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. el--- 11-1 I �� PERMIT APPLICATION Sub Permit No (BUILDING ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION RENEWAL []PLUMBING []MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2ND AVENUE City: Miami Shores County Miami Dade zip: Folio/Parcel#:11-2136-000-0050 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): BARRY eekt-E-F:E (AN IV96S yr / Phone#: 305.899.4910 Address: 11300 NE 2ND AVENUE City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: CERTIFIED ROOFING SPECIALISTS INC. Phone#: 954.781.7663 Address: 3440 NW 25TH AVENUE City: POMPANO BEACH State: FL zip: 33069 Qualifier Name: EUGENE O. FALL Phone#: 954.781.7663 State Certification or Registration #. CCCO27419 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $ 98,650.00 Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of Work: RE -ROOF f=A0 f_;LU 1 Specify color of color thru tile: Fl fzpf S Q a., Submittal Fee $ " Permit Fee $ CCF $ a CO/CC $ Scanning Fee $ Radon Fee $ 9 . Ci DBPR $ Notary $ Technology Fee $ c2-0 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond TOTAL FEE NOW DUE $Q;: q • G G (Revised02/24/2014) city state zio Application is, hereby Made to obtain a permit to do the work and installations as jrwi,ic ated. 1, certify that no Workor installation has commenced Prior to the Imance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured frit ELECTRIC, ---PLUMBING, SIGNS,,POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC-... OWNER's AFFIDAVIT. I certify that all the, foregoing information is accurate and drat All work, will he clone in compliance with all ,applicable laws regulating construction and zoning, "WARNING TO, OWNER: YOUR FAILURE TO RECORD A NOTICE, OF COMMENCEMENT, MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEfITY. IF YOU I INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN,AT'I"ORNEY'8,EF0RE RECORDING YOUR NOTICE OF COMMENCEMENT!" OWNER or AGENT The foregoing Instrumentwas acknowledged before mwthis daft cif _&4(JA ��20_ by Eq,%t� QK"Al— _ __.Who is personally known to Me or wh6has produced. as identification aria who did take,an oath. M-11 OTARYP' tt A e' MY CMAUSSION # EE36829 EXPIRES: Novarber 12, 2014 Y Fl. Notary Discount Assoo. Co. APPROVED By (ftevised()ZA4/2014) Vied, value excer kn law brochure permit is issued. in the absence of 2,0,4v, 1 4 by personally known'to me or who has produced as identificatiowand who did fake an oath. Print: Seal: Plans. Examiner Structural Review, EXPIRES February 03, 2017 FZ ZotririR Cjerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FALL, EUGENE O CERTIFIED ROOFING SPECIALISTS INC 3440 NW 25TH AVE POMPANO BEACH FL 33069 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE�SIGNAL REGULATION CCCO27419 ISSUED; r 07/23/2014 CERTIFIED RQOING GONTRAG OR FALL, EUGENE 0 CERTIFIED ROOFING SPECIALISTS i{NC f IS CERTIFIED under the provisions of Ch.489 FS. E POWp date : AUG 31, 2016 L1467230001173 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD I r ' C&027419 The"kQOFING CONTRACTOR E Named below IS.CERTIFIED Undgrthe provisions of Chapter 489 FS. g; Expiratiort.date: AUG 31, 2016 -> 44, FALL, EUGENE, -O `CERTIFIED ROOFING_SPE61ALISTS INC, 34 . 40 NW 25TH -AVE. POMPANO BEACFI i - ' FL 33069 5 r .<< ,•y K,t• ISSUED: 07123/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1407230001173 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Receipt #- 185-716 :ROOFING/SHEET METAL CONTRACTOR Business Name: CERTIFIED ROOFING SPECIALISTS INC Business Type: (ROOFING) Owner Name: EUGENE 0 FALL Business Location: 3440 NW 25 AVE POMPANO BEACH Business Phone: 954-781-7663 Business Opened: 02/03/1986 State/County/Cert/Reg: C C C 0 2 7419 / 4 0 -OU- 8 8 Exemption Code: Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number of Machines: Vendina Tvoe: Tax Amount Transfer Fee NSF Fee Penalty PriorYears Collection Cost Total Paid 27.00 0.00 0.00 0.00 1 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: CERTIFIED ROOFING SPECIALISTS INC Receipt #10B-12-00004391 3440 NW 25 AVE Paid 07/31/2013 27.00 POMPANO BEACH, FL 33069 2013 -2014 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Receipt #: 185-716 Business Name: CERTIFIED ROOFING SPECIALISTS INC Business Type: ROOFING/ SHEET METAL CONTRACTOR (ROOFING) Owner Name: EUGENE 0 FALL Business Location: 3440 NW 25 AVE POMPANO BEACH Business Phone: 954-781-7663 Business Opened: 02/03/1986 State/County/Cert/Reg: CCC 027419/40 -OU -88 Exemption Code: Rooms Seats Employees Machines Professionals 10 Signature For Vending Business Only Number of Machines' For Tune: Tax Amount I Transfer Fee I NSF Fee I Penalty I Prior Years Collection Cost Total Paid 1 27.001 0.001 0.00 0.001 0.00 0.001 27.00 Receipt #10B-12-00004391 Paid 07/31/2013 27.00 p,*M�Oano REGISTRATION NO. 01 o,, clitv of P© "'pa , ho e-wac Business Tax R,-. 14 —00,02P494- Florida s St Welcome �.IN , ow f . , , � '20. 13 —210 14 ov V, 4—', Nr . 6.. R CERTIFICATE OF LIABILITY INSURANCEF4/30/2014 '� DATE (MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd.-MAa P. 0. BOX 1927 Pompano Beach FL 33061 CONTACT PHONE (954) 943-5050 FAx (954) 943-5417 UBR INSURERS AFFORDING COVERAGE NAIC # INSURERA:AmTrust Intl Underwriters Ltd 08072 INSURED Certified Roofing Specialists Inc. 3440 N W 25 Ave Pom ano Beach FL 33069 INSURER B. -National Fire Ins of Hartford 20478 INSURER CAmerican Guarantee & Liability 26247 INSURER D'American Casualty Co of Reading 0427 INSURERE:Continental Casualty Co 20443 INSURER F: COVERAGES CERTIFICATE NUMBERMay 2014 B REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Miami Shores Village TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MIDD POLICY EXP MMID LIMITS Dirk DeJong/CS '4252�" AC2,452 " GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 rA X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR AL105083000 /1/2014 /1/2015 PREMDAMAGE O RENTED PRE a occurrence) $ 100,000 MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COEa eBI Ent SINGLE LIMIT 11000,000 BODILY INJURY (Per person) $ B X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 5092127836 /1/2014 /1/2054 BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ Pe ,dent) Uninsured motorist BI split limit $ 10,000 X UMBRELLA LIAB X I OCCUR EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 `. EXCESS LIAR CLAIMS -MADE DED I X I RETENTION $ UC534616309 /1/2014 /1/2015 j� WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) N / A 5092127853 /1/2014 /1/2015 X I WC STATU- OTH- E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 11000,000 E LEASED/RENTED EQUIPMENT 2076243854 /1/2014 /1/2015 ANY ONE ITEM $350,000 DEDUCTIBLE $2500. PER OCCURRENCE $350,000 DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED _ IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/CS '4252�" AC2,452 " ACORD 25 (2010/05) INS025 oninnsi m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho ACr1Rn name and Innn arc rcniefororl mance of AR(1Rr1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITEATTIME OF FIRST INSPECTION PERMIT NO ----TAX FOLIO NC r mql FEt — "si 1 sg'' 'E pl I' r l � IN R E k' .i iZi DIE i~gY l t'.:Id 1a SRl:v .. JLI:'i{ AST STATE OF FLORI COUNTY OF DADE STATE OF FLORIDA: 1 HEREBYCERTIFY this is e of L48 COUNTY OF MIAMI-DADE: prig 81 Ned in M • ffiroe on— day Of THE UNDERSIGNED hereby gives notice that :improvements will be rlfa a A.D. 20 property, and in accordance with Chapter 713, Florida Statutes, the fo�Til, " V nd Official seat Is provided in this Notice of Commencement, 1 rrtt K�fts Space above reserved for use of recording office 1. Legal description of property and street/address: FARRELL HALL -11300 NE 2ND AVENUE, MIAMI SHORES 2. Description of improvement: RF -R0QF 3.Owner(s) name and address BARRY COLLEGE - 11300 NE 2ND AVENUE_ MIAMI SHORES FL Interest in property: OWNER Name and address -of fee simple titleholder: 4. Contractor's name, address and phone number: CERTIFIED ROOFING SPECIALISTS, INC. 3440 NW 25TH AVENUE POMPNA O RFA _2M-181-7663 _ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ &. Lender's name and address: 7, Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: _ B. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section M.13(1)(b), Florida Statutes. Name, address and phone number:----,- 9. umber:.—m., 9. Expiration date of this Notice of Commencement. (the expiration date is 1 year from the date of recording uniess a.different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTE$, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT; Signature(s) of O er(s or O er(s)' Aut ed fficer/Director/Partner/Manager Prepared 8y s _ Prepared By Print Name Print Name---,--, Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE' /A Ai' .per The foreAging instrument was Ktjowiedged before me this 17—tLdayoi 5 6 'y that the facts stated.in it are true, to the best of my knowledge and belief. Signatures f Owners) or wner(s)'s Ahorized/officer/Director/Partner/Manager who signed above: y By 128.01-52 PACES s'SO ip-, � ai�ii��`r• i • Lo 0•. • . . • . .. ... .. .... . • Barry University: Farrelklalle*- IbofRe'*'loeemantP'�jettb�' ecifications Page 87 of 89 NORTH i I i 7 — — — — — — — — — — — — — — zz Revisions- ' • • : •' : i : • : ' • BARRY UNIVERSITY B enh�Alar 5-7-14 • .' .. ' .: ' .' .. IR00 F PLAN "FARRELL HALU' ONSFAMEG GROUR 9NC. Mir Jeff Yao -4 11300 NE 2nd AVENUE MIAMI SHORES, FLORIDA. 331,61 ,. aa�k M)a8O 0 he � S. W. 47 F�ira�9V Fi.a'lI phone f,954;i +#.i 8-'DEi� i, Fac_ �,�5�j, 28D-DD7D -DB011 • Lo 0•. • . . • . .. ... .. .... . • Barry University: Farrelklalle*- IbofRe'*'loeemantP'�jettb�' ecifications Page 87 of 89 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer:—5)o YOA-e i-tA NOA No.: A ® ® if j • 6 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: s Pmax2:+ Pmax3®A /° Max. Design Pressure, From the Specific NOA System: o;Z 1? Za Deck: Type: C'm/j e— �a Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: �4- Insulation Base Layer: Base Insulation Size and Thickness: N g Base Insulation Fastener/Bonding Material: NA Top Insulation Layer: Top Insulation Size and Thickness: N� Top Insulation Fastener/Bonding Material: PA Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows @ " oc Corner: �' oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field: �� Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. G -r v L'14- T Y If C Op j e)CM 60- 6 ., Base Sheet(s) & No. of Ply(s): ' C f Ly '$® T6' Base Sheet Fastener/Bonding Material: " rt.c. H Ply Sheet(s) & No. of Ply(s): I- JO e Ply Sheet Fastener/Bonding Material- Top aterialTop Ply: Top Ply Fastener/Bonding Material: 70 124,4-4 Surfacing: " 11-4 Mean Roof: � • Heiggt. N 0 0 0 0 . .9 0 , 009.0 016160.6 ..• ••• • 0000.• • • .• ... 0000. ... 0 0000. 00 0000.. •.6 0 0009.. 6 ... .16.6•• *► 0016• Cell, ear rdo r� ,r, o )0 A-4 Lf -P e F&A^ 150 Mean Roof: � • Heiggt. N Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: fl C® Product Approval Number: ) Z - c) -z v 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pi : f y- i P2: 2s, 1 P3: Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: 1-4 e- 'v" PIS vqj Roof Slope: :12 Steep Sloped System Description Deck Type: Wv 01) Underlayment: $ nsulation: N/ g Fire Barrier: Fastener Type & Spacing: 12SG �•I• �� ®`" •� •' Ridge Ventilation? 1<?,s a ....tLno` I,4r ...... Adhesive Type: • • . . Type Cap Sheet: j� • • • • • • • • I . . . . . ...... Roof Covering: �.....: Mean Roof Height:• •' Type & Size Drips Edge: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: x A.�+� = l_y, ) - Mg: 7,1( = Mr, 0 1 Product Approval Mf (P2: " ZrJ' x AI 3 i = ZS, 7 ) - Mg:7'7) =Mr267' 7 Product Approval Mf `�a , r� (P3: " l•� /, 6 x �,►3' _�� 1 ) - Mg: � = Mr3 ® I6 Product Approval Mf 40 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below 3 7.3 Product Approval Mf 110 0 �( M Re uired Moment Resistance* Mean Roof Height -► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 1 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" • 0 (P,: x 1: x w:= _) - W: x cos 0: - = Fr, Product ApTuesalP (P2: x 1: = x w:= _) - W: x cos 0: - = Fre Product Apprevalf' (P3: x 1: = x w:= ^) - W: x cos 0: - = F, Product Apptd; l V 0000 0000 00.0 0000 0000.• 00 0000.. 0000.• • 0 0000•• 0 00.0• 00.00 00.000 • • • 0000•• • • 0000•• • Where to Obtain Information 0000.. .. Description Symbol Where to find .. .. Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared b E Aset on ASQAE 7 Mean Roof Height H Job Site !00 Roof Slope 0 Job Site • • • Aerodynamic Multiplier X Product Approval • Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 00 0000.. 0000.• • 0 0000•• 0 00.0• 00.00 00.000 • • • 0000•• • • 0000•• • ICANErZONES REQUIRED OWNERSNOTIFICATION FOR ROOFING 84402 I- Acope..:As it pins tp. Mils "00, it istl e responslbllity bj the roofing contractbt� to provide the o*nerwftfift required rooting permit; anti=to explain to the owner the content of this section. Tile prev'isi"tats of 6r%on.R4402 governthe minimum requirements and standards of the industry for roofing sy`stbtn installations. Adaitiranallythe following items should be addressed as pari of the agreement between the<owner and the contror.The owner -'s initial' in the adjacent box indicates that the item has been explained. �. t�: esthetic : Vile mansftiix The workmanship provisions bf Section R44'02're:�f' the pufr t , of providing thatthexoofing systern.meats the'Wind resistance and water intrusion performance standards. Aesthetics. (appearance) are not c6nsiderail'6n, with respect to workmanship provisions. Aesthetic issues such as c,<alor ar art hitecturai appearrit e, that are rat part of a zoning code, should be addressed as part of lie agreerrtent XWkdIn the owner and tree �orttraotor. 2rf3'enailing Vlfoot Decks: When replacing roofitg, Lite existing wt3od roof"d may I%evt? to be accordance with the current provisions of Section 4403. (The roof deck is usually concealed prior to.rer ving1he,existing roof system.) bom nw� Reofa:- Common roofs are those wfi ch ktaye no vt0le ;delineation between units (l$ townhouses,etrndominiumsi e1c.)z In buildings with ooninrc►iit roofs, the roofing d1or owner should notify the occupants of adjacent units of roofing work to be performed: E posed Celiings: i=kp€ ed,�open be;arn ceilings ae wb6re tfie:onder ldtherf t�oeen 6aidii viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nalll pen etraions=of the underside of the decking may not be acceptable. This provides the option of maintaining this app nce,, ..I brtdl tg Wait The current rt of system and/or deck of the building may ntfi drain well and may Cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be ail' indication of, structural distress and may require the review of a professional structural engineer, Ponding may shortest the li#een#ancy= andl performanoe ,of .the new'roofing system. Ponding condition. s may not be evident until i i),al roofing systern is removed. Ponding conditions should be corrected. s. averfictw scuppers {wailIl a: Itrs required that rainwater flew " treat the roof is not ov ded from a build up of water. Perimeteraedge walls or other roof extensions may block this: discharge: if avertittw scuppers jwall outlets) are not provided. It may be necessary to install overly Cruppers in ntra with the requirements of Sections 84402, [4403 and 114413: 7 �%ntilatlrt� IVlost roofiructures should have some ability td sett natural airflow throughttti". of the structural assembly (the building itself);, The existing amount of attic ' til bola Mall riot D8" redueed. I1- ay be beneficial to consider additional venting which can result. fn ektertding tlh6 setvice'K of • . `the`of • .0000• • Expeppori:Attic spats, deog"d"tuya Flo* licensed engineer or registered architect to plitti Aege the ;,JWI;+:. vel rg� vgnfir shall. not be required, • • • La)n &IV 8: 1, a! 14, • • C vvnet s/Agerits-�§t 'n tura' latetkftractor's �9 . t re • :...:. '11300 NE 2ND AUENIJE �raperty Address Permit Number •0000• • •0000• •000• 00.00 0000•• • • • •000•. . ......._.. 4 OFFICES THROUGHOUT FLORIDA Florida's LeadingEngineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections r Plan Review & Code Compliance ROOF WIND PRESSURE & ATTACHMENT DESIGN Page 1 of 2 DATE: 09/05/14 CLIENT: CERTIFIED ROOFING PROJECT: #14-2114.00 GFA#: 14-2114.00 PROJECT NAME: FARRELL HALL: BARRY UNIVERSITY PROJECT ADDRESS: EXPOSURE C 11300 NE 2nd AVE. - z min = 15 ft. MIAMI SHORES, FL. PRESSURE COEFFICIENT 2 PROJECT DATA: VELOCITY PRESSURE 9.5 HEIGHT: z:= 15. FT ( z NOMINAL WIDTH: W = 20 FT Kz := 2.01 1900) 0.00256Kz-Kzt Kd•V1 SLOPE: 8 > 7 deg qz :- PARAPET > 3 ft.: CONTINUOUS? NO PSF Kz = 0.849 ENCLOSURE CLASS: ENCLOSED qz = 63.905 RISK CATEGORY: III REGION: HIGH VELOCITY HURRICANE DESIGN WIND SPEED::- 186 MPH EXPOSURE: C DESIGN VELOCITY PRESSURE TOPO. FACTOR: H / Lh < 0.05 USE Kzt := 1:0 Dqz := 0.6q2 DIRECTIONAL FACTOR: Kd :- 0.85 Dqz = 38.343 PSF DESIGN CRITERIA: - COMPONENTS & CLADDING: FLORIDA BUILDING CODE 2010 EXTERNAL COEFFICIENT: ��.p��• �•••�� Wind Design per ASCE 7-10 From Figure 30!4-,�A • • Analytical Procedure - INTERNAL COEEEICLENT C� , • Concrete Deck.QCU s 0 - DESIGN SCOPE: ...... ROOF CLADDING ATTACHMENT CALCULATE UPLIFT PREV$�1W (;6 ACE 7-1d f"' • Basic Combinations Sec 2.4' - T•--•�•— .. ...... P := Dqz'](-GCp) + (GCp>)] • (Sec.2.4.1), is Wind Uplift, 0.6W FIELD P1 :- z 1 •��•�• • • - D q [(- +'(-D?l Load Combination #7: 0.6W+0.6D ....;. . -Use 0.6W Neglect Deadload - EDGE P2 := D z q •[(-1•� +w(r0)] ..... CORNER P3:= Dqz•[(-2.87q- (=Q)] Vee EDGE ZONE: Adhered System, All Attachment to CALCULATED ASCE-7-10 UPLIFT PRESSURES: Highest Pressure P1 = -38.343 PSF P2 = -69.017 PROJECT DATA based on P3 = —107.36 information provided by Client. 1215 Wallace Drive Delray Beach, Florida 33444 (561) 347.0070 (561) 347-0809 (fax) www.teamgfa.com OFFICES THROUGHOUT FLORIDA a Ml® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA os aft* endorsement of any product, for sales, advertising or any other purposes shall autordatiQAly termih'htd this NOA. Failure to comply with any section of this NOA shall because for termination and rer�touai of NOA. 600.09 9.00 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 0e0etiv, Fl(rjd44and followed by the expiration date may be displayed in advertising literature. If any OMdn of thb NOA is displayed, then it shall be done in its entirety. • • :00: 90 •6 6• • .. INSPECTION: A copy of this entire NOA shall be provided to the user by the matlttfactVer or its • distributors and shall be available for inspection at the job site at the request of the Building OfftaL; • This NOA renews No No. 09-0402.15 and consists of pages 1 through 1 l 8- ' • •' • • • • The submitted documentation was reviewed by Jorge L. Acebo. CtNAMMADE �i•� • •060 NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 1 of 118 0000.. 0.00.. 0000•. 0000. 0000. 0000.. 0000.. 0 •0009• • ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: SBS Deck nVe: Concrete Maximum Design Pressure -620 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Sopra-G Dimensions 39" x 108' (3.5 sq.) Test Specification ASTM D 4601 Modified Sopra-G 39"x108'(3.5 ASTM D 4601 sq.) Soprabase 39" x 99' (3 sq.) ASTM D 6164 Sopra IV or V1 36" x 180' (5 sq.) ASTM D 2178 Type IV or VI Colvent TG 39" x 49' (1.5 sq.) ASTM D 6163 Colvent SA 39" x 49' (1.5 sq.) ASTM D 6163 Colvent 180 TG Colvent 180 SA Elastophene Sanded Elastophene Sanded 3.0 39" x 33' (1 sq.) 39" x 33' (1 sq.) ASTM D 6164 ASTM D6164 39" x 49'(1.5 sq.) ASTM D 6163 39" x 33' (Isq.) ASTM D 6163 Product Description Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate. Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smooth surfaced plysheet. Sopra 1V or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with I" wide factory applied.1184e. . .... weld strips on back side. o• ...... Polyester reinforced, modiQMiumen•.;:•• �, •;• membrane with 1" wide fact�r,applied self- . adhering strips on back side.... . Fiberglass reinforced modifitd-lAumerr • •; • • • membrane sanded on both A t t, Ased 4%bL%e • • • • • and top ply. Applied in hof asp*'$alt, cord adhesive or ribbon stripping • • " • • Fiberglass reinforced modified bitumerC • • • • • membrane sanded on both gkl&, bsed as a base :0000: and top ply. Applied in hot asphalt, cold• : • adhesive or ribbon stripped. NOA No: 10-0408.04 Expiration Date: 03/01/16 Mia glvy ; jvj Approval Date: 02/24/11 Page 2 of 118 Product Elastophene HD Elastophene HS FR Elastophene Sanded FR Elastophene HR Dimensions 39" x 33' (1 sq.) 39" x 66' (2 sq.) Test Saecification ASTM D 6163 ASTM D 6162 39" x 49'(1.5 sq.) ASTM D 6163 39" x 491(l.5 sq.) ASTM D 6163 Elastophene HP 39" x 66' (2 sq.) ASTM D 5147 ASTM D 6162 Elastophene PS, 39" x 49' (1.5sq.) ASTM D 6163 Elastophene PS 3.0 Elastophene SP 39" x 49(1.5 sq.) ASTM D 6163 2.2mm Elastophene SP 39" x 49'(1 sq.) ASTM D 6163 3.0mm Elastophene Flam 39" x 33'(1 sq.) ASTM D 6163 Elastophene Flam 39" x 49'(1.5 sq.) ASTM D 6163 2.2 Elastophene Flam HS FR 39" x 33' (1 sq.) ASTM D6162 Elastophene Flam 39" x 66'(2 sq.) ASTM D 5147 HP ASTM D 6162 Product Descriution Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglasstpolyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non-woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen• • • • membrane covered on both sides with'aplaatic burn -off film. Applied by k®at welding. • - • Fiberglass reinforced modifiel-bitumen... . • • membrane covered on both s1889 with a plastic burn -off film. Applied by -R fat weldin j...:. Woven fiberglass/polyestgr**o osite reinforced modified bitumen membr4qey4th firexeWants and plastic bum -off film ambotbsides. Applied by heat welding. • 0000.. Fiberglass/non-woven polyesV reinforced modified bitumen membrarldwith plastidbQfn- offfilm on both sides. Applied by healVelding. NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 3 of 118 0000.. . .0000. . 0000. ..... 0000.0 0 0000.. 000000 0 . Page 4 of 118 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. s • •0000• Test Product Product Dimensions Specification Descriptio Elastophene 180 39" x 49'(1.5 sq.) ASTM D 6164 Non-woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 180 39" x 49'(1.5 sq.) ASTM D 6164 Non-woven polyester reinforced modified PS bitumen membrane with a sanded bottom and a plastic burn-off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene OR, 39" x 33'(1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Elastophene LS FR membrane with fire retardants, sanded on the OR bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene FR 39" x 33'(1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen OR or FR+ OR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 33' (l sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR OR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HS 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglasstpolyester composite reinforced FR OR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non-woven polyester reinforced FR OR ASTM D 6162 modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen OR, Elastophene membrane with fire retardants, a plastic burn-off Flam LS FR OR film on the bottom and mineral granuleg9axhe top. Applied by heat welding.. *00000 Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced mod!Rea Rtumex -- FR OR or FR+ OR membrane with fire retardra ;a plastic bent-off film on the bottom and mil'iUCgranules oft the top. Applied by heat welding '. ..60.0 Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced jRjfied b tum;n HR FR GR membrane with fire retardj4% irplasti: 11'(W-off film on the bottom and miuesal.granules on the. top. Applied by heat welding orribboit stripping (after removal 'of plastic bom-pff film)! Elastophene Flam 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass compositBYeirtforced r4adi'fied HS FR OR bitumen membrane with fire retardants; a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). NOA No: 10-0409.04 Expiration Date: 03/01/16 MMI,COUNTY .. , Approval Date: 02/24/11 Page 4 of 118 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. s • •0000• Product Elastophene Flam HP FR GR Dimensions 39" x 33' (1 sq.) Test Specification ASTM D 5147 ASTM D 6162 Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 or 350 39" x 26' (3/ sq.) Sopralene 180 SP 39" x 33' (1 sq.) ASTM D 6164 3.5 mm Soprafix [S], [F] 39" x 33'(1 sq.) ASTM D 6164 and [X] Soprafix 39" x 33' (1 sq.) ASTM D 6164 Soprafix-e 39" x 33' (1 sq.) ASTM D 6164 Soprafix (X) 39" x 33' (1 sq.) ASTM D 6164 Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 180, 250 or 350 Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 or 350 GR or FR GR Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 180, 250 or 350 GR C aaoF cou�nr •• MMI Product Descriution Fiberglass/non-woven polyester reinforced modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film), Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base/ply/cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic burn -off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self -adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with plastic burn -off film or sanded on the top and bottom surfaces and a 6 - inch wide side lap. Applied by heat wekkag. Non -woven polyester reinforc; d SBS ;codified bitumen membrane, both sides cOvered %vjtlt a plastic burn -off film, used aMC ISise/ply."Aplied by heat welding or ribbon W10jing (after • removal of plastic burn -off flgl), • • • • • • Non -woven polyester reinfgrccil modified . bitumen membrane with fire roVkant4a spxaed bottom and a mineral grangles.-V. Applied in hot asphalt, cold applied adhesivt or ribbot>:. stripping (after removal ofplacfie burn off film). Non -woven polyester reinforced modifi;j• bitumen membrane with a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Pages of 118 0.00.0 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Sopralene Flarn 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 FR bitumen membrane with fire retardants a plastic GR or FR+ GR burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33' (1 sq) ASTM D6164 Non -woven polyester reinforced modified 180 2.7 mm bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralast various ASTM D 6298 Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn -off film). Soprastar Flam 39" x 33' (1 sq) ASTM D6162 Fiberglass reinforced SBS modified bitumen ASTM D6164 membrane with a plastic burn -off film on the bottom side and a reflective white top surface. Applied by heat welding. Soprastar Stick 39" x 33' (1 sq) ASTM D6162 Fiberglass reinforced SBS modified bitumen ASTM D6164 membrane with a release film covered self - adhering bottom side and a reflective white top surface. UNILAY 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene Stick 39" x 33'(1 sq.) ASTM D 6164 Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Self adhered, polyester reinforced membrane Stick with a release film on the bottom and a plastic burn -off film on the top. EPS Flam Stick 39" x 33'(1 sq.) ASTM D 6163 Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Colphene FR GR, 39" x 33'(1 sq.) ASTM D 6163 Self adhered, granule surfaced, fiberglass • - j. Colphene GR reinforced membranes. ; 0 0000 • • • • ; • Colphene HR FR 39" x 33' (1 sq.) ASTM D 6163 . • Self adhered, granule surfaNd, feberg>&ss �i<cim '. GR reinforced membranes. *0':" 0 � 6 � � • • • Sopratape 606 5" wide Proprietary Bituminous tape for sealing p f side and hea, • • • •' laps.0 . 0.0 0 0 6 0000 0000. 0 Sopramastic 200 17 oz. pouch or Proprietary Caulking compound.00000. .. 0000. 10.4 oz cartridge ... .. . .. 0000.. Elastocol 400, 500 various ASTM D 41 Asphalt primers. ; • •; •; •. and 600c Sopracolle "E" keg Proprietary Cold -applied adhesive us;d to Mond memomte to 0 • • •; prepared substrates or to other membrggft ALSAN 1.25 gallon pail or Proprietary One part polyurethane/bitumen resin, moisture Flashinem 3.75 gallon pail cure compound. NOA No: 10-0408.04 MIAMbDADE COUNTY . , Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 6 of 118 ALSAN Polyfleece 4", 8" or 39" wide, Proprietary by 50' long SBS Mastic 10.4 oz tube Proprietary SBS Elastic 5 gallon pail Proprietary Cement Soprawalk 39" x 26' (3/4 sq) Proprietary High Velocity@ Insulation Adhesive II (HVIA-II) High Velocity® Insulation Adhesive III (HVIA-I11) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity@ Membrane Adhesive (HVMA) Sopraboard Granules 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various 5 gallon pail or Supersac Proprietary Non -woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound. Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. One part elastomeric urethane foam adhesive. Proprietary Two part elastomeric urethane foam adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Polyurethane bitumen adhesive. Proprietary Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. Semi -ceramic coated colored granules. NOA No: 10-0408.04 Mwr�aup►os couNn Expiration Date: 03/01/16 Approval Date: 07,/24/11 Page 7 of 118 • . . •09• •000.0 .• • . .• ...... •0•0 •900.• ••0• • • • .... :*0000 ..... • . .. .. . .. 9.000•• • . 0 00900• 0000•• 9••• NOA No: 10-0408.04 Mwr�aup►os couNn Expiration Date: 03/01/16 Approval Date: 07,/24/11 Page 7 of 118 APPROVED INSULATIONS; Product Name ACFoam II, ACFoam III ACFoam Composite F1intBoard ISO, F1intBoard ISO Cold FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95+, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard M -Shield H -Shield H -Shield CG H -Shield -P, H -Shield -WF ENRGY 3 Composite, Fesco Foam ENRGY-3 ENRGY-3 Plus Thermaroof Composite U1traMax Multi -Max -3, Multi -Max FA -3 Thermaroof Composite -3 SECUROCK Gypsum -Fiber Roof Board NANIOADE COUN �jriladls0u,l- TABLE2E 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Manufacturer (With Current NOA) Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic Water resistant gypsum board G -P Gypsum Corp. Polyisocyanurate foam insulation Soprema, Inc. Polyisocyanurate foam insulation Hunter Panels, Inc. Polyisocyanurate foam insulation Hunter Panels, Inc. Composite Insulation board Hunter Panels, Inc. Composite Insulation board Johns Manville Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Johns Manville Johns Manville RMax 0000 • • • RMA . 0000.. 0000 0::YT 000.. ax ,S Gypsum. 0000 0000.. 0000.. .. 0000.. 0000.. .. 0000 NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 8 of 118 0000.. 0000.. .0000. 00000 0000. ...... 0 . 000000 00000. 0 . APPROVED FASTENERS: Table 3 Base ply fastening systems for Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I . Tri -Fix Fastening Fastening system for base sheet 3" diameter Soprema, Inc. Fastener System attachment to lightweight plate with Galvalume stress plate. Plate concrete, gypsum or cementitious various length OMG 3" Square Plate Galvalume stress plate. wood fiber decks. fasteners 2. #12, #14 & #15 Fasteners for membrane or Soprema, Inc. Soprema Fasteners insulation attachment to wood, steel or concrete decks. 3. Soprafix [X] -EL # 15 Fasteners for membrane Soprema, Inc. attachment to steel or concrete decks. 4. Soprafix Plates AZ -55 Galvalume steel plate for 2" diameter Soprema, Inc. use with the Soprafix system. 5. Soprema Plates Metal or plastic stress plates for 3" diameter Soprema, Inc. use with Soprema Fasteners. 6. Sopradisc Galvanized metal bearing plate 2" diameter Soprema, Inc. used for side lap attachment of Soprafix system. 7. Soprema Isofast IF/IFT AZ -50 Galvalume steel plate for 23/4" diameter Soprema, Inc. use with the Soprafast System. 8. Soprafix/Soprafast Stress plates for membrane 3" diameter Soprema, Inc. securement. 9. UNILAY Plate Stress plates for Unilay 2-3/8" Soprema, Inc. membrane securement. diameter 10. # 12, # 14 & # 15 Dekfast Insulation fastener SFS Intec Fastener 11. Omega Fastener Stainless steel insulation fastener SFS Intec 12. Dekfast Hex Plate Galvalume AZ50 steel plate 2 7/g" x 3 '/a" SFS Intec 13. Dekfast Lock Plate Polypropylene locking plate. 14. Twin Loc -Nails Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks 15. FM -30, FM -45, FM -60, Base ply fastening systems for FM -90 Fasteners lightweight concrete decks 16. OMG AccuTrac Hextra Insulation fastener for wood and Fastener steel. 17. OMG 3" Standard Steel Galvalume stress plate. Plate I8. OMG 3" Square Plate Galvalume stress plate. 3" x 3'/ SF8000000000.. • • JS Proriue*s -Inc. • • 0000. 0. v 0000.. 000.9. 0000.. 000 •0••••tS P,c clS:' Inc. ••••• 0000.. .. 0000. .. .. .. 0000.. 0000.. OM.G, ltic. 0000.. 3" round..* 04G,1ur. :"•': 9..9 3" square OMG, Inc. NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 9 of 118 APPROVED FASTENERS: Table 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 19. Olympic CR Base Ply Base ply fastening assembly OMG, Inc. Fasteners 20. NTB Magnum Glass reinforced Nylon OMG, Inc. insulation fastener for gypsum & CWF decks with barbs. 21. NTB Plate Galvalume stress plate 3" round OMG, Inc. 22. Lite -Deck Insulation fastener for CWF and OMG, Inc. Gypsum decks. 23. Lite -Deck Plate Galvalume stress plate 3" round OMG, Inc. 24. Olympic Fastener 412, Insulation fastener. OMG, Inc. #14 & #15 25. Olympic CD -10 Insulation fastener. OMG, Inc. 26. Olympic Fluted Nail Insulation fastener. OMG, Inc. 27. Olympic Standard Galvalume AZ50 steel plate 3" round OMG, Inc. 28. Olympic Plastic Polypropylene stress plate 3.25" round OMG, Inc. 29. Powerlite Insulation fastener. Powers Fasteners, Inc. 30. Powerlite Galvalume stress plate. 3" round Powers Fasteners, Inc. 31. Base -Lok Fasteners Base sheet fastener for 1.75" long Simplex Nails lightweight concrete, cwf and with 3" dia. gypsum decks head 32. Turbo Tube -Lok Base sheet fastener for 1.75" long Simplex Nails Fasteners lightweight concrete, cwf and with 2" dia. gypsum decks head 33. SFS Base -Lok Fasteners Base sheet fastener for 1.75" long SFS lntec, Inca lightweight concrete, cwf and with 3" dia. , • • • •, gypsum decks head : .' . 0000 34. Insul-Fixx Fastener Insulation fastener for wood, In�a�Ype. steel and concrete. 0000.. • •SFS 0 35. Isofast Fasteners Insulation fastener for wood, • •'•'SFS In£ooq�l6. steel and concrete. 0000 0 0000.. .. 36. Extra Load Fasteners Fasteners for membrane 0- ' SFS Intec,�c. #15 attachment to steel or concrete • • • • 0 • . . decks. 3" •..' 0 000000 SFS Intee. Aw. 37, Insul-Fixx S Plate Galvalume AZ50 steel plate round 38. Insul-Fixx P Plate Polyethylene stress plate 3" round 90:9 SFS Intec, Inc. NOA No: 10-8408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 10 of 118 0000.. 0000.. 0000.. 0000. 0000. 9000.. 0 0099.0 0 0000.. APPROVED FASTENERS: Table 3 Fastener Product Product Number Name Description 39. Isofast Plate Square or oblong galvalume steel Round Insulation Plate plates for use with Isofast fasteners 40. #14 ES -I Fastening Insulation fastening assembly Systems with plate. 41. #12, #14 & #15 Dekfast Insulation fastener Fastener 42. Omega Fastener Stainless steel insulation fastener 43. Dekfast Hex Plate Galvalume AZ50 steel plate 44. DekFlat Lock Plate Polypropylene locking plate. 45. Tru -Fast TL Fastener Insulation fastener for lightweight concrete, CWF and gypsum decks 46. Tru -Fast Fastener Insulation fastener for wood, steel and concrete. 47. Tru -Fast HD or EHD Insulation fastener for wood, steel and concrete. 48. Tru -Fast MP -3 Galvalume AZ50 steel plate 49. Tru -Fast Metal Galvalume AZ55 steel plate 50. Tru -Fast Plastic Polypropylene plate 51. ES Products Batten Bar- Batten bar TL 52. #12 OMG Fastener Insulation fastener 53. OMG Polymer Batten Strip 54. OMG MAXLoad 55. Olympic Heavy Duty 56. Olympic ASAP 3P 57. Olympic ASAP 3S 58. Isofast IF2 59. Isofast IFAG 60. Isofast IFC/IW 61. #14 Dekfast HS 62. Galvalume Steel 3" Round Insulation Plate Modified polymer batten bar Insulation fastener Insulation fastener Pre -assembled insulation fastener and plastic plate Pre -assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Manufacturer Dimensious (With Current NOA) SFS Intec, Inc. 3" round SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. 2 '/g" x 3 '/a" SFS Intec, Inc. 3" x 3 1/411 SFS Intec, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. ES Products, Inc. OMG, Inc. OMG, Inc. OM£io.�P• ...... .. . OMS .1m 3" round...;.. OMG, Inc. 3" round* • • • • • OMti,•Inc • • • • • •' • • • SFS Idtec; lnc. 1111: • 82 x 40 mt1 SFS Intec=Inc. • • • • : • 70 x70 mrx• • • • SFS Inteo3 I Vic. • • • • SFS Imtecr, Inc. 3" round SFS Intec, Inc. NOA No: 10-0408.04 Expiration Date: 03/01/16 M�AM4OAD, Co; TY Approval Date: 02/24/11 Page 11 of 118 APPROVED FASTENERS: Table 3 Fastener Product Product Manufacturer Number Name Description Dimensions (with Current NOA) 63. K -Fast Fastener Insulation Fastener SFS Inter, Inc. 64. Dekfast Steel Batten Galvalume AZ50 steel SFS Intec, Inc. Bar 65. Dekfast Coiled Batten Batten bar SFS Intec, Inc. Strip 66. Soprafix #14 PAS -2" Pre -assembled plate and fastener 2" diameter Soprema, Inc. SB Stress Plate 67. Soprema 3" Insulation Stress plate 3" diameter Soprema, Inc. Plate 68. Soprafix 2" — SB Stress Stress plate 2" diameter Soprema, Inc. Plate 69. Soprafix 2-3/8" -- SB Stress plate 2-3/8" Soprema, Inc. Stress Plate diameter 70. Soprafix (X) 2-3/4" Stress plate 2-3/4" Soprema, Inc. Stress Plate diameter 71. Soprafix MBB -R Metal Batten Bar Soprema, Inc. 72. Soprema #12, #14, #15 Insulation and membrane Soprema, Inc. Fastener fasteners 73. Soprema PAS #12-3" Pre -assembled plate and fastener 3" diameter Soprema, Inc. Insulation Plate 74. Soprafix #21-K Insulation and membrane Soprema, Inc. Fastener fastener 75. Tru -Fast DP Insulation fastener for wood, The Tru -Fast Corp. steel and concrete 76. Tru -Fast SHD Insulation fastener for wood, The Tru -Fast Corp. steel and concrete 77. Tru -Fast MPH -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 78. Tru -Fast MP -2000 The Trust AW4;orp. 74. Tru -Fast MPB-2000 '..'Elle Tru.Fas6*Corp. •' 80. Tru -Fast MPB-2400 •":fhe Tru-Fagt'Corp. 81. Tru -Fast BB -18 Batten Galvalume AZ55 steel batten bar • • -The Tru•Fast•Corp.:"": Bar • ...... •••• . ..... 82. Tru -Fast BB- 18-R Galvalume AZ55 steel batten bar 00 so • ° .The Tru;FsSt,Corp. Batten Bar with recessed holes • • •, ...... • .' 83. Tru -Fast Twin -Loc Batten bar 4TAe Tru•Fast•Corp. • • ••: • Batten Bar 600• • NOA No: 10-0408.04 Mu1M1ECOUNTY Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 12 of 118 APPROVED SURFACING/COATING OPTIONS: TABLE 4 System Manufacturer Application Number 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 2. Generic Slag applied at 300 lbs/sq., adhered with flood coat of asphalt ••�• sees•• at 60 lbs/sq. 3. Soprema Gravel applied at 400 lbs/sq., adhered with FM Adhesive or • • • FM Adhesive (VOC) at 4 gal/sq. 4. Karnak Corporation Karnak #97 Fibrated Aluminum Roof Coating applied at an • • • • application rate of 1.5 gal/sq. 5. Soprema Cural Aluminizer applied at an application rate of 2 gal/sq. 6. Thermo Manufacturing Super Prep Roof Coating applied in two coats at an Systems, LLC application rate of 1.5 gal/sq/coat. 7. United Coatings Roof Mate Coating, applied in one base coat at a rate of 1.5 Manufacturing Company gal/sq, and one finish coat at a rate of 1.5 gal/sq. 8. Insulating Coatings Astec 2000 Finish Coat applied in two base coats at a rate of Corporation 0.75 gal/sq/coat and two finish coats at a rate of 0.75 • • gal/sq/coat. 9. Henry Company HE280DC White Elastomeric Roof Coating applied in two • • sees** coats at an application rate of I gal/sq/coat. 10. National Coating Acryshield® A500 applied in two coats at an application rate of 1 gal/sq/coat. NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 13 of 118 ••sws• ••�• sees•• • sees•• • • • •.sees sees • • • • • • sees•• • sees•• •• • sees• •• •• • •• sees•• • •.sees • • • • • • sees** •• •, sees0000 • • • NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 13 of 118 EVIDENCE SUBMITTED: Test Asency/IdentiCer Report Name Date Atlantic & Caribbean Roof Consulting, LLC 08-0359 TAS 114 06.20.08 Florida Testing Engineering & Consulting Inc. TAS 114-D GL0904-02 05.01.09 TAS 114-D GLO409-03 05.01.09 Factory Mutual Research Corp. J.I. 1 W 8A LAM FM 4470 07.15.93 J.1. 1Z3A6.AM FM 4470 04.27.95 J.I.2DOAO.AM FM 4470 08.15.97 300507 FM 4450 02.16.00 309610 FM 4450 l 0.22.01 3008869 FM 4470 03.19.01 3002351 FM 4470 02.28.03 3017614 FM 4470 02.27.06 3025860 FM 4470 04.17.06 3026028 FM 4470 05.25.06 3023749 FM 4470 09.28.06 3029098 FM 4470 10.25.07 3032109 FM 4470 07.21.08 Dynatech Engineering Corp. 10.94.27 TAS 114 10.27.94 2491-04.95 TAS 114 01.04.95 Exterior Research & Design, LLC 2003.02.97-1 TAS 114 02.15.97 2003-2.04.97-1 TAS 114 04.15.97 2002.07.97-1 TAS 114 08.15.97 2716.05.98-1 TAS 114 05.11.98 2738.10.00-1 TAS 114 10.20.00 2755.09.02 TAS 114 10.19.02 2760.02.05-3 TAS 114 02.22.05 2761.09.03 TAS 114 09.02.03 2761.10.03-2 TAS 114 10.03.03 2764.09.03 TAS 114 09.46e03 2761.10.03-2 TAS 1J4 1U.4)`3�63 2774.04.05 ••• TAS 114' 04.01'05 2777.09.05 TAS 11V: * 0 09.2705 02843.02.05-02 TAS 1�;„• 07.10 Q5 2774.04.05-R1 TAS 114... • 0411.07 S6740.11.07 ASTM D6.161. 11.02.07 S12370.03.09-1 ASTM D 61'64• • ' 01.06M S 12370.03.09-2 ASTM D fAV ; 03.06909 S12370.03.09-3 ASTM D16162 0l.b.04 ITS / Warnock Hersey ASTM 135-147 05.2•Ps93 IRT of S. Florida 990028 TAS 114 SSSS 09.30.99 01-002 TAS 114 02.21.01 NOA No: 10.0408.04 ~I®� Expiration Date: 03/01/16 COUNTY Approval Date: 02/24/11 Page 14 of 118 Soso.. S Ssso0• So o S ss ..... s SOS0 s S ooso 0 S os 0 oo ...... Deck Type 3: Concrete Decks, Non -Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(10): Membranes adhered to primed substrate. All General and System Limitations apply. Substrate All surfaces must be dry, smooth, free of depressions, voids and protrusions, and clean and Preparation: free of any non -compatible curing compounds, foam release agents and other surface contaminants. Primer: Elastocol 400, 500, Elastocol 600c or AquaTac at an application rate of 100 ft2/gallon. (Optional) Elastocol 400, 500, Elastocol 600c or AquaTac applied at a rate of 1 gal/sq, to top surface of any base or ply sheet prior to application of next layer Base Layer: 410�Colvent TG or, heat welded. *Requires heat welded ply or cap membrane. Ply Layer: (Optional) One or more layers of Elastophene Flam*, Elastophene Flam FR*, Elastophene Flam 2.2mm*, Elastophene Flam HS FR*, Elastophene Flam_ H * phene FIam HP*, Elastophene SP 2.2mm, Elastophene SP 3.Omm, , Sopralene Flam 180 2.7mm*, Sopralene 180 SP 3.5mm, Soprafix, Sopralene Flam 250*, Sopralene 250 SP, Sopralene Flam 350* or Sopralene 350 SP, heat welded. *Requires heat welded cap membrane. Top Layer: One layer of Elastophene Flam GR, Elastophene Flam FR GR, Elastophene Flam LS FR GR, Elastophene Flam FR+ GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Flam HP FR GR So1nWWr lene 180 SP 3.5mm*, Soprafix*, Sopralene Flam 180 GR, ralene Flam 180 FR+ GR, Sopralene 250 SP*, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR+ GR, Sopralene 350 SP*, Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, Sopralast 50 TV Alu, Sopralast Alu, Sopralast TV Copper or Sopralast TV Inox, heat welded. Surfacing: Maximum Design Pressure: *Requires approved Surfacing. Surfacing is Required for smooth or sanded surfaced field cap membranes. 090000 Refer to Underwriters Laboratories or Intertek Testing Services listings %r applAbte fire classifications 00 0 Apply any coating Iisted in Table 4 above, or any Miami -Dade appro� @a � oating'sys%m. -292.5 psf (See General Limitation #9.) 0000 0 0 •00.00 •. 0 00 NOA No: 10-0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 117 of 118 0 0.0000 000000 00.00 0 • •••••• 0 0 0000•• .0000. CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. t•• •••• • 7. Perimeter and comer areas shall comply with the enhanced uplift pressure re el�iso h4�e areas .' Fastener densities shall be increased for both insulation and base sheet as calcuiated.in confplaade with...:. Roofing Application Standard RAS 117. Calculations prepared, signed and sealacl,bya Florida registered • Professional Engineer, Registered Architect, or Registered Roof Consultant QVhea• this fttppon is • specifically referred within this NOA, General limitation #9 will not be applid0lb.) ' ""' 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termional1*or► designs. All . • . • • • conform to Roofing Application Standard RAS 111 and applicable wind load reg1JyVVLepts- • • 9. The maximum designed pressure limitation listed shall be applicable to all roof p*sstlrc:zone,(i.e.•field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted.for enlUrfeeV fastening at enhanced pressure zones (i.e. perimeters, extended corners and cornea '- Mhen thin • • • s limitation is specifically referred within this NOA, General Limitation #7 will not be applitble.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 911-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 10-0408.04 a� LAMI� Expiration Dater 03/01/1 � � Approval Date: 02/24/111 Page 118 of 118 , M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Hww.miamidade.eov/pera Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this produQt. . • . • • • • • • • • ; • . . 0000... 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a re' l o'; or chane in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endArigment of any�producj,•.. •, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tacomply Willi thy ..... section of this NOA shall be cause for termination and removal of NOA. 60:00: • • 0 0 0 . •... 00 00 . .. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Mbf= and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, Tn aitoshall Vee done in its entirety. • •• • • • • • :606 00000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. APPROVED' NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1-5/32" thick Slate equipped with two nail holes. For 1-9/32" thick Shake & direct deck or battened nail -on, mortar Split Shake set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, Width: varies concrete roof pieces for use at hips, varying thickness rakes, ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION • • • • 2.1.1. Lake Wales, FL. . . .... ...... • • • . ....... .... ...... 2.2 SUBMITTED EVIDENCE: 0000•' ;....; .... Test Agency Test Identifier Test Name/Report'....' D NP O" ..... Redland Technologies 7161-03 000 Dec.: 7991. Static Uplift Testing": 0000' Appendix III 0 000 TAS 102 & TAS 102(410 00 • The Center for Applied 94-084 Static Uplift Testing: • o May,199.1 . • • • • • Engineering, Inc. TAS 101 (Mortar Set;..,.. . The Center for Applied 94-060A .. . Static Uplift Testing Marcb,.N94 Engineering, Inc. TAS 101 (Adhesive Set) �M�4Mb COUNTY NOA No.: 12-0222.03 , Expiration Date: 04/26/17 ROVED Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 TAS 100 Atlanta Testing & Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 • • • • R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing....... Service 520111-4 TAS 101 090:00 Celotex Corporation Testing 520191-1 Static Uplift Testing*:::: -Marc;-1-94 Service TAS 101 . • . • • • Walker Engineering, Inc. Evaluation 25-7094 4ebrua;y 1'996 Calculations :00:0: ' Walker Engineering, Inc. Evaluation 25-7496 • April i ��b� Calculations • • • • • • • • Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 NOA No.: 12-0222.03 MtAM E COU Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 0000.. 0000.. 0000.. 0000. 0000. 0000.. 000000 .00000 Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (i x w r..' : 0 00 Tile Tile Profile Weight -W (lbf) Length -I (ft) 0 1A hth-w (fit•00000• Direct ©ecJeApplidation 00 0 0000 Saxony 900 11.5 1.417• • • • 1.08 • • Slate, Shake & Split Shake *0000 0 •000.. 0000.. .. Table 2: Aerodynamic Multipliers - X (ft) • • • • • • 0000.. Tile X (ft) Profile Batten Application Direct ©ecJeApplidation 00 0 0000 MonierLifetile Saxony 900 0.289 0.313 ..:. Slate, Shake & Split Shake NOA No.: 12-0222.03 MuaMMou4� CouNIY Expiration Date: 04/26/17 ... Approval Date: 04/19/12 Page 4 of 8 0000.. .0000. .0000. 0000. 0000. ...... 0000.. :0*00: Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile 38.1 17.2 Slate, Shake & 1-10d Smooth or Screw Shank Nail 7.3 greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 51.7 Deck Deck 24.3 Deck 24.2 Deck 1-10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems 0000 Tile Tile Application Miniihuai AttachMAht Profile I• stance•;;;• MonierLifetile Saxony 900 Adhesive • • • •3 s'3 • Slate, Shake & Split Shake • • • • • • ; • • •; • 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. • •; • •; ; • • • • Polyfoam Product, Inc. Average weight per patty 8 grams. • • • • • • 0000.. 9999 NOA No.: 12-0222.03 DADS COUNTY Expiration Date: 04/26/17 JAPPROVEDI Approval Date: 04/19/12 Page 5 of 8 0000.. 999999 .0090. 99999 0 00099 090999 9• 0 00000. 909009 0 0 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoarn Pol ProTM 118.9 Polyfoarn Pol ProTM 40.4 3 Large paddy placement of 45 grams of Pol Pro"' Mortar Set 4 Medium paddy placement of 24 grams of Pol Pro T"" Slate, Shake & Split Shake Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) 8888 for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake • 6800{. • • { 6 6 6 0' 5. Tile-Tite Roof Tile Mortar { { ... 0 . .. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) 8888 LOCATED UNDERNEATH TILE 000000 . • 6 6 6. •• • • •, • ,6866• • •000 .0..{• 0666•• 6. BUILDING PERMIT REQUIREMENTS 6888 0 6 • 6800{. • • { 6 6 6 0' 6.1 Application for building permit shall be accompanied by copies of the folrowi.ng: 888 6 6.1.1 This Notice o 8 Acceptance. • { .. { { ... 0 . .. .6:.6 0 8888. *000:0 6.1.2 Any other documents required by the Building Official or applica"o building code 6' in order to properly evaluate the installation of this system. { • . 6 { 6 6 66666. . . . {• 0 6660 66{,06 • 0 • NOA No.: 12-0222.03 MIAMMADECOUNTY Expiration Date: 04/26/17 Imo® Approval Date: 04/19/12 Page 6 of 8 NAIL F PROFILE DRAWING WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 5/32 " (slate) 9/32 " (shake) IERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Mu4MFDif�DECouNT1r Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE CMIAMMDADE COUNTY -JAPPROVEDI NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 ...... .... ...... .... . ..... ...... .. . ..... .... . .. ...... . . . . ...... NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 MIAMI-DADE COUNTY MAM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.p_ov/economv 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed an4 there has beN00 changes in the applicable building code negatively affecting the performance of this product. • .. • TERMINATION of this NOA will occur after the expiration date or if there has been a. Zv+iaion or change in tir materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo;smegt of a4X product, fdr • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ed%pty with'any section bf this NOA shall be cause for termination and removal of NOA. • •"" 00 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, gnd foalowed by t1" expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then iL3'l IT be done in its entirety. :000 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. `C NOA No.: 13-0502.02 MIAMFoeADE BOUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: • 1. Tomball, TX. •. •• • ...... .... ...... PHYSICAL PROPERTIES: • Property Test Results • • 00:00 Density ASTM D 1622 1.61bs./ft.3 : • • % % • • • • • • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise . • • • • 12 PSI Perpendicular to rise ; • .... 0 Tensile Strength ASTM D 1623 28 PSI Parallel to rise 0000: • Water Absorption ASTM D 2127 0.08 Lbs./Ft2 • • • 0000 % • • • • Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch 00:0 Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13-0502.02 M�DuADE COVNTY Expiration Date: 05/10/17 APPROVEDi Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16%94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 0000 520191-1 TAS 101 05=99 520109-2-1 ' 0000.. ;... LIMITATIONS: "• •' • • 0000 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly €®r fire rating! • 2. All approved products listed herein shall be labeled and shall bear the imprint or identif a6T rinarkin9 of thhe manufacturer's name or logo and following statement: "Miami -Dade County Product CjjVol kpproved" or the Miami -Dade County Product Control Seal as shown below. • 0000.. Mu4r-i��r . • • • APPROVED I 3. 3W 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tilis'p'rbfiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"' 2 -Component Foam Roof Tile Adhesive AH - 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 0.00.0 0 .0000. 000000 00000 0 0 0000. .00000 0 0 000000 0 0 000000 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied incompliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • •••�• 0000•• •• • 0000• •• •• • •• 0000•• • 0000•• • • • • • • 0.000• • • • 0000•• • MaMMaAue CNOA No.: 13-0502.02 O � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram system. . .. Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of the 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead 00 edge) 20-25 sq. inches each .••6•. bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3W 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installationofthis • system. . .. .... ...... 00000 00 .••6•. • ...... 0000•• • • 6 • • • • • 0000•• •• • 0600 0 0 NOA No.: 13-0502.02 M C E COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement Paddy (Beneath rile) (when required) Underlayment loin. Battens optional Eave Course Fascia �. 2 in Eave Closure Nail through plastic cement (when required) 10 in. x\ 2 in. wide Battens optional �n Paddy (Beneath Tile) Fascia Closure Nag through plastic ce (when required) Paddy (Beneath rile) Underlayment ti t0in x -� 2 in. wide Battens optional Ea Course KO Fascia Weepho(e loin. 21n. Eave closure Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 6666 • • 6••. 666••4, •• • • •• • ••64,4,• •4,.06 0.00.0 High Profile / Single Pan We*: e • • •4,6• • • • • • • •4,664,• 1. Starting at the eave course,%rp*ply a minimum 2" • • (50.8 mm) x 10„ (254 mm)..x4, 16�, (25.4 6nj foam..... 4040 4040 . 40.... paddy onto the underlaymen.t positioned as shown: • • under the pan portion of :he till closegt to the 40900:41 Overlock of the the being .000*9 set. 9 4040.... 4040 . 4040.. 0 6 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL ## 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Undarlaymant 1� 7in. 2 n Battens optional Eave Course o 10 Fascia Ewe Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment , Battens optional 4 10 in. 2 in. — Eave Closure Eave Course Fascia APPROVED IJ Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive colitwavt%ith the underside of the tile. a**:* • • • • • • . 2. At the second course, apply minimum 2" 110.8mm)..... x 7" (177.8 mm) x l" (25.x. ..0 f.oam lladdyonto tlr • • • underlayment positioned aS j49Wh undP•r ft*p*an of*** portion of the tile closest to"Querlock of the tile • • : • • being set. 000000 • • 000000 • •••••• • • 3. Continue in same manner. l`nsure`approf it 4Uy 12"0***:. (77.4 cm2) - 14 (90.3 cm2) Iquafo inch adhesive :*006: contact with the underside off' The tile. : 0 0 0 0 0 0000 (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce (when required) paddy (Beneath Tile) Underlayment ,\ 7 in. ` tin. Battens optional e 10 Save Course Fascia Weephole 10in. in. Eave closure Drip edge ,11 APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 . . .... ...... ...... .... ...... .... . ..... ...... .. a •eee• .. .. . .. ...... NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail Waugh plastic cement Paddy tbetween tUesl {when required} Battensoptional • paddy funder tile) << �iddy die it a4ta •• • `3<w �ax4in.�� i single paddy Urrdet 000••0 0000 •00.0• ' 2 in. 0*0000• Gave ilo we FletAio w RroFlle Tile NA through plastic cement on zdin Medium PooflleTlle APPROVED lretween'des] [ander tgel I Eave Closure 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for logy or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 0000 • 0000 0000•• •• • 0 •• • 000••0 0000 •00.0• 0*0000• ••00•• 0000 • • • • • • ••••00 • • 0000•• •• • •••0• •00 0 • • • • 00••0•0 • • • • • •0000• •0.00• • • 0 ••00.0 • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Tial through plastic Sine paddy rider tile(w hen "bred) Paddy ibet+wNeen tiles) Battens Pd.1 0 Paddy (Linder diel si a + f"4x4in. {4° ry--T- 2x4111 pady on lap aitie `. Ss Eave t+sienee da Weepho e 10 in. 2 in. Em dosure Drip edge High Profile THO 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. 0000 • 00 0••• 0000•0 •• • • •• • 090.6• 6000 •0.00• 000000• 66••6• • 0 •900•• 0.0• • 0600• 0.000• •• • 00.00 •• •• • •• 000.•60 •••6.0 • • • • • • 000*00 • • • •• • • • • •600• 00 0 • 0000 NOA No.: 13-0502.02 MIAMhDADECt)UNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. ,—.. Underlayment ..s' Sheathing Eave closure (motar shown) Optional point -up Mortar Weephole Fascia Board on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are consir ere j optiontl� • • • • • • • • , • 5. When additional nailing "so4Wired,!X*0 ..8 "e..:. x 4" (101.6 mm) nailers o w tie wire system • using galvanized, stainIps, stgl, or Mq.wire and • compatible nails may be Wd. 0 END OF THIS ACCEPTANCE 00 0 0000 0 • • NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been, o * lunge • • • • in the applicable building code negatively affecting the performance of this product. •• • • 0 . 000 • • • . 0.0000 0000 0000.0 TERMINATION of this NOA will occur after the expiration date or if there has been a revisiva:wchange inthe • 0000.. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoriament of an%prq(hct, • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Ct MPly with any section * * 0 of this NOA shall be cause for termination and removal of NOA. ":": :0 0 ' e ""' 00 00 0 00 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County Florida, alad fojlowed•,.,:. by the expiration date may be displayed in advertising literature. If any portion of the NOA is dispraye , then - it shall be done in its entirety. • • • :006 • • • • • 000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. i3f .- NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: CFIAMNUEALWA ECOUN NOA No.: 12-0713.02 Expiration Dater 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'33/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 0000 Polystick TU P Roll: TAS 103 and A rubberized asphalt watearogojing mealjrane, •„. underlayment 32'10” x 3'3_3/8,, ASTM D 1970 glass-fiber/polyester reiagv4 1. with a granular 0. . . Manufacturing Location 130 mils thick surface designed for use as &.tile roof. 9 ..... *00000 :0009: #2 underlayment. 00... . . ••..e• •• • •�..• Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt selia4bering, glass-. 0 .' Manufacturing Location 6 P x 3'33/8" ASTM D 1970 fiber/polyester reinforced watepproofing� - 0.00 •. #2 60 mils thick membrane. Designed as $ meitalroofing and roof :0.00: tile underlayment. • • • "" • ' 09% Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. CFIAMNUEALWA ECOUN NOA No.: 12-0713.02 Expiration Dater 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: I.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01 I I I ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/2q/pj PUSA-033-02-01 ASTM D 1970 017u/w PUSA-055-02-02 TAS 103 • • • • �' 1211 Q/0.7• PUSA-083-02-01 TAS 103 • • •; • • 06/30/1N PUSA-089-02-01 TAS 103/ASTM D4798 & G PSS • •' 07/06/U9 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G1-15 :: • 4o 0404o RX14E8A TAS 103/ASTM D4798 & G1 „•. 11IQ9/09 DX23D813 TAS 103/ASTM D4798 & G • • 02118/10• DX23D8A TAS 103/ASTM D4798 & G W, • • • 02/18/10 • •• • •••• • NOA No.: 12-0713.02 M1AMFor4DeC� = Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. OUNTY NOA No.: 12-0713.02 hRr4M1•�DE ' , ... Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal rooting. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (days) MTS IR -Xe TU TU Plus I TU P-1 Tile Pro I Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 1 180 1 180 90 Hazelton, PA. N/A 30 30 180 N/A I N/A I N/A N/A Plus, TU P, Tile 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile MaKe 0 Pro •••• Flat Tile Prohibited without 5:12 No limitation • • • ..No lit Wy pn battens 000 0 0 0 Profiled Tile Prohibited without Prohibited No limitation • • • No limitation battens • • • • • 000000 00 0 The above slope limitations can be exceeded only by using battens and counter batterm in-accordari4ce witt the Approved Tile System Notice of Acceptance and applicable Florida Building Code rejltit=ents. Battens are required for both loading and installation of tiles at all times. :000:0 .. 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 00000. .0000. a ADEc uN7Y NOA No.: 12-0713.02 , .. �, Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayrnents except Polystick MTS which shall be loaded onto battens. I r4i, 1 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAWDADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: ""' • • 1. This Notice of Acceptance. ' . •.. : ""' ..... • 2. Any other documents required by the Building Official or applicable building code in order V p operly� eYaluste .. . . .. ...... the installation of this materials. • C1<i0A No.: 12-0713.02 MAMMADE C NTY Expiration Date: 09/13/16 . I Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 0 4 10. All self -adhered membranes must be rolled to ensure full contact with approved subsgates.. Polygla0S00� • requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane.. Haid rollers g;e acceptable for rolling of patches or small areas of the roof. Brooming may be used whore -slope prokiLw* rolling. 0.9.06 • 11. All approved substrates should be dry, clean and properly prepared, before any applicll�Qpld'fPPolyit4ek:6 membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptagle substraks 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick memJrar*es:*and . 6 PolyProtector UDL can be furnished upon request by our Technical Services Departwnt by callin:916x800) 894-4563. .. 0000 666. �MOMMADECOUNTY NOA No.: 12-0713.02 , Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 0000.. 0000.. 0000.. 0000. 0000.. 0000.. 0000.. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 0000 . . .0.6 0..0.9 .. 6 . .. . . 0 0000.. 0000 0000.. 0000.. 0000.. 0000 . . .0906. 0000 . 0000. 0000..' .• . 00.69 .. .. . .0 ....99 0000.. •0000• 0000.. .. 000.0. .. 0 0000 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 TGFU.R11436 - Roofing Systems TGFU.R11436 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems SOPREMA INC 310 QUADRAL DR WADSWORTH, OH 44281 USA R11436 Page l of 63 Any system listed for use over a combustible deck can be installed over a non-combustible deck and achieve the same classification. Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. Unless otherwise indicated, "SOPRA-ISO r", "SOPRA-ISO r Tapered", "SOPRA-ISO PLUS r", "SOPRA-ISO PLUS r Tapered", "SOPRA-ISO F r", "SOPRA- ISO H r", "SOPRA-ISO H PLUS r", "SOPRA-ISO Premier PLUS r", "SOPRA-ISO FB r", "SOPRA-ISO FB r Tapered", "SOPRA-ISO B r", may be substituted for polyisocyanurate in any of the systems listed below. "SOPRA-ISO r" or "SOPRA-ISO r Tapered", may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. "SOPRA-ISO H r" may be used over any poly isocya nu rate insulation product in any of the following Classifications. "SOPRA-ISO CV r", "SOPRA-ISO FB r", "SOPRA-ISO FB r Tapered", may be substituted for "SOPRA-ISO r". "SOPRA-ISO PLUS r" may be substituted for "SOPRA-ISO r" polyisocyanurate insulation in any of the following Classifications. "SOPRA-ISO H r" (min. 1/2 in. thickness) or "SOPRA-ISO H PLUS r" may be used over any UL Classified polystyrene on non-combustible decks. Max incline shall be in accordance with the Classification established for the insulation/membrane roofing system, but cannot exceed 2:12. Unless otherwise indicated, the insulation and barrier board adhesives designated "Duotack" and "Duotack Neo" may be used to adhere insulation or barrier boards to the roof deck, to adhere insulation and barrier boards together or to adhere layers of insulation together, in any roofing system Classification. For Combustible Decks - Class A: 1. A minimum 3 in. layer or a minimum two layers of 1.5 in. of "SOPRA-ISO PLUS r", or "SOPRA-ISO H PLUS r" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Ctd!95ification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, my be used•beOw the ?b"9 * • minimum total thickness of "SOPRA-ISO PLUS r" or "SOPRA-ISO H PLUS r". The insulation may be loosely laid orearilho with Zastwrs and platy*, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified) may also be used below the insulation. Ay jN4q;ion joI%JrpV t be• • a • staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below, The maximum Incline shall be in accordance wit�i tVe Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2 -oft. •" ' : • • • •: 2. A minimum 1/2 in. layer of "SOPRA-ISO H r" over a minimum 2.5 in, layer of any Soprema Inc Classified polyisoc*aaurate insulafori is place... directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A "liry jassern4ly to Vchieve 3 psi • A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any eombination: any thickness, may be used below the 3 in. minimum total thickness. The Insulation may be loosely laid or attached with fasteners aMplafes, hot roofing'asphalt'ole cold adhesive. A vapor barrier (non -UL classified) may also be used below the insulation. All insulation joints mustlbt2ftgered a minimum of 6 ir'• from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance withi'the CI8ssificaJ%rLg _4.t$blished for• • • the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. • • • • • 3. A minimum 1 in. layer of "SOPRA-ISO Premier PLUS r" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified i'riau'Ittion (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1 in. minimum thickness of "SOPRA-ISO Premier PLUS r". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified) may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. For Combustible Decks - Class B: 1. A minimum 1.9 in. layer of "SOPRA-ISO PLUS r" or "SOPRA-ISO H PLUS r" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 in. minimum thickness- layer of Soprema Inc "SOPRA-ISO PLUS r" or "SOPRA-ISO H PLUS r". The insulation may be loosely laid or attached with fasteners and plates, hot roofing http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R11436&... 5/16/2013 TGFU.Rl 1436 - Roofing Systems Page 22 of 63 Base Sheet (Optional): — One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): — Polyisocyanu rate any thickness, 1/2 -in. (min) wood fiberboard, 7/16 -in. (min) glass fiber or perlite or Rockwool 3/4 -in. (min), any combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal/sq. prior to "Colvent SA" or self -adhered ply sheets being installed. Barrier Board (Optional): — "SOPRABOARD" minimums/8 thick, glass fiber 7/16 -in. (min), perlite or Rockwool 3/4 -in. (min), G -P Gypsum Corp. 1/4 -in. (min) "DensDeck@," "DensDeck Prime@," mechanically fastened, hot mopped or adhered with urethane insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal/sq. prior to "Colvent SA" or self -adhered ply sheets being installed. Ply Sheet: — One ply "Elastophene Sanded," "Elastophene HD," "Elastophene HR Sanded," "Elastophene HS FR," mechanically fastened or hot mopped or "Elastophene Flam," "Elastophene Flam HR," "Elastophene Flam HS FR," or "Colvent TG" heat welded or "Colvent SA" self - adhered. (Optional, sanded top surfaced ply sheet is primed with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal/sq. prior to Colphene cap sheet being installed). Membrane: — "Elastophene FR GR," "Elastophene FR+ GR," "Elastophene HD FR GR," "Elastophene HR FR GR," "Elastophene HS FR GR," "Elastophene HP FR GR," adhered with hot roofing asphalt; "Elastophene Flam FR GR," "Elastophene Flam HD FR GR," "Elastophene Flam FR+ GR," "Elastophene Flam HR FR GR," "Elastophene Flam HS FR GR," "Elastophene Flam HP FR GR," Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR+ GR" heat welded. 62. Deck: NC Incline: 1 Base Sheet (Optional): — One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): — Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Ply Sheet: — One ply "Colvent SA" self -adhered or "Colvent TG" heat welded. Membrane: — "Elastophene Flam FR+ GR," "Sopralene Flam 180 FR+ GR," "Sopralene Flam 180 FR+ GR" and "Sopralene Flam 250 FR+ GR" heat welded. 63. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type GI or Type G2 or "Sopra IV" or "Sopra VI" or "Sopraglass 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Barrier Board (Optional): — Minimum 1/8 in. or thick "SOPRABOARD" or minimum 1/4 -in. thick G -P Gypsum Corp. "DensDeck@" or "DensDeck Prime®" or "DuraGuard@" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Insulation (Optional): — EPS or Extruded Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board (Optional): — Minimum 1/8 in. or thick "SOPRABOARD" or minimum'/4-in. thick G -P Gypsum Corp. "DensDeck@" or "DensDeck Prime@" or "DuraGuard@" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5-gal/sq. prior to "Colvent SA" or self -adhered ply sheets being installed. Ply Sheet: — One ply "Colvent SA" self -adhered or "Colvent TG" heat welded or "Elastophene Flam" or "Elastophene Flam HR" or "Elastophene Flam HS FR" or "Elastophene Flam HP" or "Soprafix" or "Soprafix-e" or "Elastophene 180 Sanded" or "Sopralene 180 Sanded" or "Sopralene Flam 130 or "Soprafix(X)," "Soprafix Base 611" or "Soprafix Base 621" or "Sopralene 250 Sanded" or "Sopralene Flam 250", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema "Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5-gal/sq. prior to Colphene cap sheet being installed). Membrane: — "Elastophene Flam FR GR" or "Elastophene Flam HD FR GR" or "Elastophene Flam FR+ GR" or "ElastopherAwom HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR", "Soprajene Ffam 18041:r sig 8.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self - adhered. •••••• ••�••• ••••�• • 64. Deck: C-15/32 Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or "Sopra IV" or "Sopra VI" or "Sopraglazsi4t?`' or "Sb P gia`ss 100;pr... "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. 0 0.0 0, 0 • 0 0* • • Insulation (Optional):— Any UL Classified insulation, any thickness or combination, mechanically faste��ci•, mot moppedor adhered vitt any UL Classified insulation adhesive. • Barrier Board: — Minimum 1/8 in. thick "SOPRABOARD" or G -P Gypsum Corp. 1/4 -in. (min) "DensDeck@;8i*MsDeck Prirfte@" or •� "DuraGuard@" mechanically fastened with all joints staggered 6 -in. (min) from the insulation and plywood joints,* hot m1 peded aor adher•••• with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c" oN"Elast000 baa'*(Not LCL • Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal/sq. prior to "Colvent SA" or self-adheredlgyogh4ts being kV&Wled. Ply Sheet (Optional): — One ply "Elastophene Sanded", "Elastophene HD", "Elastophene HR Sanded" or "Elastophene r1�FR", mechanically fastened or hot mopped, or "Elastophene Flam", "Elastophene Flam HD", "Elastophene Flam HR", "Elastophene`Flam HS FR" or "Colvent TG", heat welded, or "Colvent SA", "Sopralene Flam Stick", "Sopralene Stick" or "EPS Flam Stick", self -adhered, or "Elastophene Flam", "Elastophene Flam HR", "Elastophene Flam HS FR", "Soprafix", "Soprafix-e", "Elastophene 180 Sanded", "Sopralene 180 Sanded", "Sopralene Flam 180", "Soprafix(X)", "Soprafix Base 611," "Soprafix Base 621," "Sopralene 250 Sanded", "Sopralene Flam 250", "Soprabase S" or "Soprabase TG", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema "Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal/sq. prior to Colphene cap sheet being installed). Membrane: — "Elastophene Flam FR GR" or "Elastophene Flam HD FR GR" or "Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self - adhered. 65. Deck: NC Incline: 1 http://database.ul.comlcgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=TGFU.Rl 1436&... 5/16/2013 'Florida departr een;< of IarrraAoe i4ECirClronmentai f rolection Miami -Dade DERM irQ0Aht awagmI DlvisignWvi ia )f Air Resource Management Tti.t. Is[ Couil,2rid Floor Miami, Flnrida33136NOr C OF DEMOLITION RASHE S REN N TYPE, OF NOTICE CI-ilutyKONWNM'. Q ORIGINAL Q ltEVI881) Q CAM€Tff3i4- [Q Cf�llRligy TYPE OF PROI.ECT.(Cf-tECfff 0NVE ONLY}: Q DEMOLjTlt3£ l Q RI NOVrITt(d(i (' ROOFI IC 1JEMCILITION, IS)T"AN' 60DCRE•[7'DEM0LITI09? Q YES NO W RENMATION: is IT AN.Emekdb Y REIN ovA7'Ion OPtRATi(>N? Q YF5 Pr NO Tie-# -� +�- p{ IS ITA PLANNWOENOVATIf3NOPERATIOW 0 YES NO Proco� . 1 .LALU1l 1. raclityNaMe B,4RRYC"t)LLEGt:-lP-iRRELL'`HALL Address .1130t111IAir E2t AVENUE ` Mlttrni: > a> I sstafe FL . Zip 30151-6928 County I n1 n.LmAnt N13Jot 1 Site Consultant Inspecting5lte' tCefrng Size are feed # of [ foors Building Age in Years Prior Use: { School/CollegefiMyersity Q Residence QShtall Business Other Preseut Use: i Scti)bd]/College/University Q Residence Q Small Business tither. 11. Fa ility Owner BAHRY'GQLLEGE Phone 3M899,3062" FIL lire 33161-W26 ttl:-contractoes Name CEft71FIED RQOFING SPECIALISTS .tNC: Phone 964.1917663 CitRrwlt'+QBEACN. State FL Zip 33,69 13 .contractor exempt from licensure under section.469.002(4), F,S.? 01YE5 NO It, Sciiednled hates: fNotioemust be tma ke I i0 working days he ore ffie iiroiect start date).. Asbestos Removal (tam dt' ) 5t rt; g�l P)nish: *y t5ema/R�novatie�t� irnmltl }}x} ttct.. .. jrriish::. . V Ueurxiptio" planned demolition or renovation work to be performed and methods to be emooyed, inCludrtag d mo3di rir.tgryovalibawhMiques to lie'used and JestripibW of affected facility Components. R©OF REPLACEMENT f? 60th wes to1xe-.U40d (Check All That AuDIA: VI. Proc9dures for Un ` ..riiJL' v.c.rc.tvt. expected RACM: tv' VII, AsbeStas W141140 asteTransporfer: Name: CQE/^f i i! - iZ,►o�.+..7aT �D�, et :3fj NT E Artrrrtaea )4 y 0 A) UD t.'r.F ` A— 1AG (/ Thie ie 4n nn'Kri,.#1 it�n mu VIII. waste A& Ong asbesteq Mve been • • • • Cem 1_ appe with •. g reaulatiorllas • • • • • • • • • • — _ .-• .. • W. RAgM or ACM: Procedure, includirig analytrcaf metiiok emptoyed to deW the presence of RA§Jgma d p•am � � `� _T 0 •• ..,.. 0000 • •000• zitntriarit of RAC M orA( fM` • f f . • .� 0060: .square square feet surfacing material square -feet cementitious material • • • �C ` �• `�O• • • • • • • lineiar feel pipe square feet resilient flooring 1�(l tl • •� c6bicfeeiof:RACMoff faci'litycomponents ,5'D® square feet asphaltroofing i i ��,• •• *Identifyafid describe surfacing material and °other materials as applicable • �� • • • • 00000• • • DEttM USE ONLY move frsrmatiota 's e t andlhrrt;arl ittttil tt tat trained in the provisions of th,W regulation 140 CFX Part 61, Subpart.lc%1)"suillbe on: a or renovation and evidence that the required training has been accomplished by this perso wi xw t e for inspection ours. f have read and understood the additional information provided on the back of this Ile mf+ (Oate) fC kactlihdfie ' Postmark/Date Received'; IDS ti!-W,dsa as or D15TRIBUTIOM :YVhite-DERM Yellow -Applicant Pl*lZgs tve: : bid. -i escrs=E Strip an Rettrr val Gave Ba ❑ (#ull sizer' Q Wreckfn Ball Wet Method ❑ Qry Method ❑ L Explode Burn Dawn HE] OTHER: VI. Proc9dures for Un ` ..riiJL' v.c.rc.tvt. expected RACM: tv' VII, AsbeStas W141140 asteTransporfer: Name: CQE/^f i i! - iZ,►o�.+..7aT �D�, et :3fj NT E Artrrrtaea )4 y 0 A) UD t.'r.F ` A— 1AG (/ Thie ie 4n nn'Kri,.#1 it�n mu VIII. waste A& Ong asbesteq Mve been • • • • Cem 1_ appe with •. g reaulatiorllas • • • • • • • • • • — _ .-• .. • W. RAgM or ACM: Procedure, includirig analytrcaf metiiok emptoyed to deW the presence of RA§Jgma d p•am � � `� _T 0 •• ..,.. 0000 • •000• zitntriarit of RAC M orA( fM` • f f . • .� 0060: .square square feet surfacing material square -feet cementitious material • • • �C ` �• `�O• • • • • • • lineiar feel pipe square feet resilient flooring 1�(l tl • •� c6bicfeeiof:RACMoff faci'litycomponents ,5'D® square feet asphaltroofing i i ��,• •• *Identifyafid describe surfacing material and °other materials as applicable • �� • • • • 00000• • • DEttM USE ONLY move frsrmatiota 's e t andlhrrt;arl ittttil tt tat trained in the provisions of th,W regulation 140 CFX Part 61, Subpart.lc%1)"suillbe on: a or renovation and evidence that the required training has been accomplished by this perso wi xw t e for inspection ours. f have read and understood the additional information provided on the back of this Ile mf+ (Oate) fC kactlihdfie ' Postmark/Date Received'; IDS ti!-W,dsa as or D15TRIBUTIOM :YVhite-DERM Yellow -Applicant Pl*lZgs tve: : bid. -i escrs=E RX at � y [ c j C fin. (1772— PR 772— y *00 s. Y :0990: - :0:**: - • • • 0000